section-i executive summary - welcome to … report m/s sri dwarika dheesh polymers pvt. ltd. team...

Prefeasibility Report M/s Sri Dwarika Dheesh Polymers Pvt. Ltd.

Team Institute of Science and Technology M/s Sri Dwarika Dheesh Polymers Pvt. Ltd.

Authorized Signatory 23 Authorized Signatory

SECTION-I

EXECUTIVE SUMMARY

1.1 Identification of Project

M/s Sri Dwarika Dheesh Polymers Pvt. Ltd. is an existing synthetic organic chemical

manufacturing industry situated at Plot F-448 and F-449, Matasya Industrial Area, Tehsil-

Alwar (Raj.). Earlier the unit was doing business in name of M/s S.A.S. Polymers Pvt. Ltd,

which has been remained to current “M/s Sri Dwarika Dheesh Polymers Pvt. Ltd.” by RIICO

Alwar vide letter No 5666 dated 03.10.06 enclosed as Annexure I. The unit is presently

involved in manufacturing Azo- Di- Carbonamide (ADC) to tune of 3.00 MT/Day and Di -

Nitrosopenta Methylene Teramine (DNPT) to tune of 2.00 MT/Day. Now the company is

proposing to expand the manufacturing capacity of unit to the tune of 10 MT/Day including

Azo- Di- Carbonamide (ADC) to tune of 8.00 MT/Day and Di - Nitrosopenta Methylene

Teramine (DNPT) to tune of 2 MT/Day. The total existing plot area is 4000.00 Sq. m. The

proposed expansion will include the adjoining Plot No. F-447 of area 2000.00 Sq.m. Thus the

total Unit Area after expansion will be 6000.00 Sq. m.

The existing project cost is INR 402.11 Lac. The proposed capital investment in the expansion

is about INR 254.25 Lac. Thus, after expansion the project cost will be about INR 656.36 Lac.

The unit is categorized under category B 5 (f) as per the Gazette Notification dated Sep. 14th, 2006.

{Synthetic organic chemical industry (dyes, and dye intermediates; bulk drugs and intermediates

excluding drug formulation; synthetic rubbers; basic organic chemicals; other synthetic organic

chemicals and chemical intermediates) column 4 “Located in notified industrial area/estate”

1.2 Salient Features of the Project

S. No. Parameters Description

1. Promoter M/s Sri Dwarika Dheesh Polymers Pvt. Ltd.

2. Plant

Location

Plot No. F-447, F-448 and F-449, Matasya Industrial Area, Tehsil-

Alwar (Raj.).

Geographical Location:

Latitude: 27°30'28.57"N

Longitude: 76°41'44.67"E




3. Plant Area 6000 Sq. m.

4. Plant

Capacity

The proposed manufacturing capacity of unit will be 10 MT/Day

including Azo- Di- Carbonamide (ADC) to tune of 8.00 MT/Day and

Di - Nitrosopenta Methylene Teramine (DNPT) to tune of 2 MT/Day.

Thus the annual manufacturing capacity will be 3600.00 MTPA in 360

working days/year

S.

No.

Name of Product Production capacity

Existing After Expansion

1. Azo-Di- Carbonamide

(ADC)

3.00 MT/Day

(1080.00 MTPA)

8.00 MT/Day

(2880 MTPA)

2. Di - Nitrosopenta

Methylene Teramine

(DNPT)

2.00 MT/Day

(720.00 MTPA)

2.00 MT/Day

(720.00 MTPA)

Total 5.00 MT/Day

(1800.00 MTPA)

10.00 MT/Day

(3600.00 MTPA)

5. Water

Requirement

The existing water demand and demand after proposed expansion is

given below:-

Particulars of Water Demand Water Requirement (KLD)


Process & Washing Water 7.00 15.50

Water for Boiler 8.00 12.00

Water for Cooling Tower 20.00 30.00

Domestic Water 1.50 2.00

Daily Fresh Water 18.00 32.50

Daily Recycled Water 18.50 27.00

Total Water Demand 36.50 59.50

6. Source of

Water

RIICO Water Supply.

7. Total Waste

Water

Generation

The liquid waste generated in production process will be from washing

activity and domestic activities. The waste generation in existing unit

and after proposed expansion of unit is tabulated below:-

Particulars of Water Demand Waste Water (KLD)


Industrial Waste Water 7.00 11.25

Domestic Waste Water 1.00 1.25

Total Waste Water 8.00 12.50

The source of industrial waste water is Cleaning of Reactor, Floor

Washing and Boiler & Cooling tower operations. The boiler and




cooling tower blow down will be of high TDS while the characteristic

of waste water from Cleaning of Reactor will be depend on the various

operation of unit. This industrial waste water is being treated in ETP

and after expansion existing ETP will be use to handle the trade

effluent. The waste water from domestic activities is being handled

through existing septic tank followed by soak pit. Same septic tank will

be used after proposed expansion also.

8. Waste Water

Management

Domestic Waste Water:

The unit is generating 1.00 KLD of domestic wastewater in existing

operations and after the proposed expansion the unit will generate 1.25

KLD of domestic waste water. The waste water from domestic

activities is being handled through existing septic tank followed by soak

pit. Same septic tank will be used after proposed expansion also.

Industrial Waste Water:

In the current situation, the unit is generating 7.00 KLD of industrial

effluent wastewater. It is estimated that after the proposed expansion

the unit will generate 11.25 KLD of industrial waste water. The waste

water will be generated from ADC processing and washing, DNTP

scrubber, DNTP plant washing, blow down from boiler and cooling

tower. The steam from the boiler will be consumed in the

manufacturing process. This industrial waste water will be treated in

existing ETP of 15KLD capacity.

9. Power

Supply

The power demand and D.G. sets of the unit in existing and proposed

after expansion is tabulated below:

Particulars Existing After Expansion

Power Demand 550 kVA 1000 kVA

D.G Set 1x320 kVA 1x320 kVA

1x380 kVA

H.S.D for DG Set

(As and when required)

64 ltr/hr. 140 ltr/hr.

Coal consumption 1 TPD 2 TPD

The power demand is being met from JVVNL and after the proposed

expansion power demand will be met from the existing AVVNL

Connection.




10. Area of

Green Belt

2000 Sq. m. (33.33 % of the plant area) of RIICO Park adjoining to the

unit has been adopted for green belt development. Letter of adaptation

is attached as Annexure II.

670.00 Sq. m. (11.20 % of the plant area) is developed as green belt

inside the project unit.

11. Fuel

Required

The fuel requirement of the unit in existing and proposed after

expansion is tabulated below:


H.S.D for DG Set




1.3 Raw Materials and their Source

The chemicals manufacturing industry requires variety of raw materials which are presently

being supplied from local markets, proposed raw material requirement is mentioned below.

Raw Material

Raw Materials Quantity/Day Storage Capacity

Existing Proposed Existing Proposed

For Azo- Di- Carbon amide (ADC)

Caustic Soda Lye 8.00 MT 15.00 MT 40.00 MT 100.00 MT

Liquid Chlorine 6.00 MT 11.00 MT 30.00 MT 18.00 MT

Sulphuric Acid 6.00 MT 14.00 MT 50.00 MT 50.00 MT

Liquid Ammonia 0.175 MT 0.25 MT 3.00 MT 3.00 MT

For Di- Nitrosopenta Methylene Teramine (DNPT)

Hexamine 1.50 MT 1.60 MT 30.00 MT 25.00 MT

Sodium Nitrate 1.75 MT 2.00 10.00 MT 25.00 MT

Hydrochloric Acid 4.00 MT 4.00 MT 15.00 KL 15.00 KL

General Chemical and Catalysts

Sodium Bicarbonate 0.50 MT 1.00 MT 25.00 MT 25.00 MT

Other Chemicals & Catalysts 0.25 MT 0.50 MT 15.00 MT 15.00 MT




1.4 Product and Material Balance

The proposed manufacturing capacity of unit will be 10 MT/Day including Azo- Di-

Carbonamide (ADC) to tune of 8.00 MT/Day and Di - Nitrosopenta Methylene Teramine

(DNPT) to tune of 2 MT/Day. Thus the annual manufacturing capacity will be 3600.00

MTPA in 360 working Days/Year. The existing production capacity and capacity after

proposed expansion is tabulated below with their respective storage capacities:-

S.

No. Name of Product

Production Capacity Storage Capacity

Existing After Expansion Existing After

Expansion

1. Azo-Di-

Carbonamide (ADC)

3.00 MT/Day

(1080.00 MTPA)

8.00 MT/Day

(2880 MTPA) 15.00 MT 20.00 MT

2.

Di - Nitrosopenta

Methylene Teramine

(DNPT)

2.00 MT/Day

(720.00 MTPA)

2.00 MT/Day

(720.00 MTPA)

10.00 MT 5.00 MT

Total 5.00 MT/Day

(1800.00 MTPA)

10.00 MT/Day

(3600.00 MTPA) 25.00 MT 25.00 MT

1.5 Solid Waste

The solid waste generated from the unit will Ash from boiler, Spent/Used Oil and Sludge

from the wastewater treatment process. The anticipated quantities of solid waste is given

below in table

Waste Category as per

HWMR rules

Quantity Disposal/

Management Existing

After

Expansion

Ash -- 10.00 Kg/Day 20.00 Kg/Day To Cement and Brick

Manufacturing Unit.

Spent/Used

Oil 5.1 300 Lit/Annum 600 Lit/Annum

Sold to Authorized

Recycler/End Users

ETP Sludge 35.3 4.00 MTPA 5.50 MTPA UCCI Udaipur




1.6 Pollution Control Measures

The source of air pollution in proposed project will be D.G. sets and Process emissions.

The source of air pollutant is described below:-

1. Point Source

There will be following point source emissions from the proposed expansion project

i. Boiler,

ii. DG sets (existing – 320 kVA, proposed - 380 kVA).

2. Process Emission

Process emissions are resulted from the manufacture of products. The emission from the process

majorly includes NH3 Emissions, HCl acid mist, and sodium-hypo chloride emissions.

3. Area Source (Fugitive Emission)

Emission during the Transportation

Particulate emissions occur whenever vehicles travel over a paved or unpaved road.

Particulate emissions from the paved roads are due to direct emissions from vehicles in the form

of exhaust, brake wear and tear emissions and re- suspension of loose material on the road

surface. The quantity of dust emissions from a given segment of unpaved road varies linearly

with the volume of traffic. Dust emissions also depend on the source parameters that

characterize the condition of a particular road and the associated vehicle traffic. During the

transportation of the materials, exhaust gas also contributes in the air pollution. The amount of

the exhaust gas and the level of the air pollutants depend

Management of Air Pollutants

To control the emissions generated during various operations in the industry following

mitigation measures will be adopted.

• Dedicated pipe lines for transfer of solvents from respective solvent storage tanks to

reactors in the production blocks.

• The flue gas from the boiler will be routed to the stack of 32 m through cyclone.

• The process emission will be treated through packed bed wet scrubber.

• D.G. set will be enclosed in acoustic enclosure. The stack height for D.G. set may be

calculated as below following the CPCB guidelines:-




Stack of 4 m will be provided on each D.G. set.

1.7 Financial and Social Benefits

The PP has envisaged certain social activities around the proposed project as follows:

The PP aims to adopt many heath facilities in government PHC/ CHC for improvement in

health facilities or services.

Facility for village schools including classroom/ toilet construction, ceiling fans/ coolers or

books for school library.

The CSR will be finalized through the socioeconomic survey, after the grant of TOR and will be

submitted as a part of EIA report and presented at the time of presentation for EC.

1.8 Conclusion

“M/s Sri Dwarika Dheesh Polymers Pvt. Ltd” proposed project will not only contribute to the

growth of Indian economy but also strengthen the socioeconomic values/ status in the area. All

the latest and environment friendly technology will be adopted. The unit will also adopt all the

measures like pollution control equipments, effective EMP & DMP to prevent harm to

environment.

H = h + 0.2√kVA

Where

H = Stack height

h = height of building

H = 0.2x√380 kVA

H = 3.90 m.

H = h + 0.2√kVA

Where

H = Stack height

h = height of building

H = 0.2x√320 kVA

H = 3.58 m.




SECTION-II

INTRODUCTION

2.1 Identification of the Project and Background Information

2.1.1 Project

M/s Sri Dwarika Dheesh Polymers Pvt. Ltd. is an existing synthetic organic chemical

manufacturing industry situated at Plot F-448 and F-449, Matasya Industrial Area, Tehsil-

Alwar (Raj.). Earlier the unit was doing business in name of M/s S.A.S. Polymers Pvt. Ltd,

which has been remained to current “M/s Sri Dwarika Dheesh Polymers Pvt. Ltd.” by RIICO

Alwar vide letter No 5666 dated 03.10.06 enclosed as Annexure I. The unit is presently

involved in manufacturing Azo- Di- Carbonamide (ADC) to tune of 3.00 MT/Day and Di -

Nitrosopenta Methylene Teramine (DNPT) to tune of 2.00 MT/Day. Now the company is





total Unit Area after expansion will be 6000.00 Sq. m.

The existing project cost is INR 402.11 Lac. The proposed capital investment in the expansion

is about INR 254.25 Lac. Thus, after expansion the project cost will be about INR 656.36 Lac.

2000 Sq. m. (33.33 % of the plant area) of RIICO Park adjoining to the unit has been adopted

for green belt development. Letter of adaptation is attached as Annexure II.

670.00 Sq. m. (11.20 % of the plant area) is developed as green belt inside the project unit.

Proponent

M/s Sri Dwarika Dheesh Polymers Pvt. Ltd. is registered with the DIC Alwar, Rajasthan, as a

small scale manufacturing unit.

The main object for which the Company has been established is to carry on the business of

manufacturing, organic chemicals namely ADC and DNPT. The Company is promoted by two

experienced promoter Mr. Vijay Kumar Gupta, Mr. Ugrasen Gupta, Mr. Ravindra Kumar Gupta

and Mr. Ashok Khurana.




2.2 Brief Description of Nature of the Project

The project is for expansion of existing unit. The unit is presently involved in manufacturing


Teramine (DNPT) to tune of 2.00 MT/Day. Now the company is proposing to expand the

manufacturing capacity of unit to the tune of 10 MT/Day including Azo- Di- Carbonamide

(ADC) to tune of 8.00 MT/Day and Di - Nitrosopenta Methylene Teramine (DNPT) to tune of 2

MT/Day. The total existing plot area is 4000.00 Sq. m. The proposed expansion will include the

adjoining Plot No. F-447 of area 2000.00 Sq.m. Thus the total Unit Area after expansion will be

6000.00 Sq. m. 2000 Sq. m. (33.33 % of the plant area) of RIICO Park adjoining to the unit has

been adopted for green belt development. This will have positive impact on the environment.

Letter of adaptation is attached as Annexure II.

Need of the project & its importance to the Country and Region

2.3.1 Need of the project

The development of civilization is a continuous process. The invention of plastics came as boon

to mankind. Plastics are being used now days for making variety of products and have entered

in our day to day life of human being. The raw plastic is to be mixed with various chemicals to

increase its usage, moldable and blow-able proprieties. The blowing agent is a chemical

compound which under certain conditions evolves into gaseous phase and thus used for

manufacturing various foams and sponges. Azo-di-carbonamide (ADC) and Di-nitroso-

pentamethylene tetramine (DNPT) is the most versatile blowing agent for various types of

plastics and rubber respectively. The blowing agents are used in various materials/ products

such as shoe sole, thermal insulation, Gaskets, Life jackets, Rexine cloths, Seat cushions,

Package filter, PVC compounds and Engineering plastics.

2.3.2 Importance to the Country and Region

The proposed project will deliver products which are required in development of health

facilities in country. Industry will create employment for local population of the Villages.

Importance to the Region

Applicant will pay sales tax and other applicable taxes will be paid thereby contributing to the

regional revenue. The public revenue will further be put in public expenditure.




Importance to the Country

The industry and associated activities in the area bring about gain in gross domestic product

(G.D.P). Though there will be minor contribution by the proposed project but will add to the

gains in the G.D.P. It will partly cover the deficit and demand resulting in decreased imports of

steel from other state.

2.4 Demand- Supply gap

There is huge demand and supply gap for blowing agents. The following table gives an idea of

that gap.

Chart: The gap between production and demand in time scale

Year Production (In MT) Demand (in MT)

1985 2000 4000

1990 3000 5500

1995 4000 7000

2000 5000 8000

2002 7000 10,000

2008 10000 14000

2015 Unknown 20000




Major producing areas/ Supply

Mostly the Private Companies are the main players in the production and supply of blowing

agents such as are High Polymer Lab, Faridabad, Demaco Polymer, Faridabad, Dwarkadeesh,

MIA Alwar, KSJN chemicals Pvt. Ltd etc. There is a large gap between the demand of blowing

agent and the supply of blowing agent. The proposed project aims to fill the demand – supply

gap through optimum allocation of natural resources required to meet the demand effectively.

2.5 Imports vs. Indigenous Production

The proposed project will help substitute blowing agent import from neighboring countries.

There will be no imports for the proposed project. Local villagers will be employed.

2.6 Export Possibility

The proposed expansion in industrial activity is prospecting exports to Nepal.

2.7 Domestic/ Export Markets

Domestic Market

Rubber Industry is considered as core sectors of Indian economy. The per capita consumption

of rubber in India is just 0.8 Kg against 14 Kg in the developed world. This huge gap offers

considerable growth for industries, besides in emerging new applications like rubberisation of

roads and seismic bearing.

The Plastic industry has also taken the great strides in the past few decades. The share of India’s

plastic industries is about 0.5 % of the India GDP. The immense potential of plastic industries

has motivated Indian manufacturers to acquire technical expertise and achieve superior quality.

Export Market

The proposed industry is prospecting exports in Nepal.

2.8 Employment Generation (Direct and Indirect) due to the Project

Direct Employment

Total employment in the Chemical plant will be around of 32 people after proposed expansion of

unit. Currently the unit is having manpower of 27 people. The local villagers will be given

employment. The existing man power and manpower requirement after proposed exapnsion in

the different heads of the unit is tabulated:-




Details of Technical & Managerial Personnel

S. No. Workers Number


1. Skilled Worker 19 20

2. General Worker 05 09

3. Administration 03 03

Total 27 32

Indirect Employment

Transportation and warehousing in the region will be needed to transfer the blowing

agent eventually. Therefore, transportation and logistical jobs such as truckers etc will

be generated.

There will be vocational training camps and development of technical man power within

the tehsil.

The proposed primary health centre in the study area aims to engage many people in the

health services.

There will be development of externalities for the workers such as petty shops (tea,

repair stations for trucks etc.) as supporting services.




SECTION-III

PROJECT DESCRIPTION

3.1 Type of Project

The unit is categorized under category B 5 (f) as per the Gazette Notification dated Sep. 14th

,

2006. {Synthetic organic chemical industry (dyes, and dye intermediates; bulk drugs and

intermediates excluding drug formulation; synthetic rubbers; basic organic chemicals; other

synthetic organic chemicals and chemical intermediates) column 4 “Located in notified

industrial area/estate”

M/s Sri Dwarika Dheesh Polymers Pvt. Ltd. is proposing expansion of existing unit. The unit is

presently involved in manufacturing Azo- Di- Carbonamide (ADC) to tune of 3.00 MT/Day and

Di - Nitrosopenta Methylene Teramine (DNPT) to tune of 2.00 MT/Day. Now the company is





total Unit Area after expansion will be 6000.00 Sq. m. 2000 Sq. m. (33.33 % of the plant area)

of RIICO Park adjoining to the unit has been adopted for green belt development. This will

have positive impact on the environment.

Letter of adaptation is attached as Annexure II.

3.2 Location

The project is situated at Plot No. F-447, F-448 and F-449, Matasya Industrial Area, Tehsil-

Alwar (Raj.). The plot area is 6000Sq. m. The geographical location of the project is as

follows:- Geographical Location:

Latitude: 27°30'28.57"N


The location map of the proposed project site along with the map showing the surrounding

features of the project site is given as Figure- 1.




Figure-1: Location Map

2000 Sq. m. (33.33 % of the plant area) of RIICO Park adjoining to the unit has been adopted

for green belt development. Letter of adaptation is attached as Annexure II.

670.00 Sq. m. (11.20 % of the plant area) is developed as green belt inside the project unit. The

schematic plant layout of unit is given in below figure-2.




Figur-2: Plant Layout




3.3 Details of Alternative Site Considered & Proposed Site Selection Criteria

No alternative site was examined because the project is proposed in the existing

facility of M/s Sri Dwarika Dheesh Polymers Pvt. Ltd. Which have following

favorable conditions of the proposed site:

Vicinity to Market

Availability of Land Area

Availability of RIICO Water supply

Availability of Local Labour

Availability of Power

Well developed transport route

Nearest Railway station: The nearest railway station is Alwar Railway

station which is at a distance of 9.50 km towards NNW.

Nearest Airport: Nearest airport is Sanganer Airport which is about 116.50

Km towards NE from site.

Nearest Highway: The nearest highway is NH 11 connecting Jaipur to Agra

in is at a distance of 55.80 km towards SSE of project site. MDR (Alwar –

Bharatpur) is at 2.75 Km towards NNE. The site is having well developed

road of RIICO Industrial area.

3.4 Size and Magnitude of Operation

M/s Sri Dwarika Dheesh Polymers Pvt. Ltd. is proposing the expansion of existing

industrial unit. The unit is presently involved in manufacturing Azo- Di- Carbonamide

(ADC) to tune of 3.00 MT/Day and Di - Nitrosopenta Methylene Teramine (DNPT)

to tune of 2.00 MT/Day. Now the company is proposing to expand the manufacturing

capacity of unit to the tune of 10 MT/Day including Azo- Di- Carbonamide (ADC) to

tune of 8.00 MT/Day and Di - Nitrosopenta Methylene Teramine (DNPT) to tune of 2

MT/Day.

Additional Cost Break Up

Table: Cost Breakup of the Plant (Proposed Cost)

S. No. Description Cost ( Rs in Lac.)

1 Land & Site Development 4.25

2 Building & Civil Construction 100.00

3 Plant & Machinery 150.00

Total Project Cost 254.25 Lac.

3.5 Process Description with Process Details

3.5.1 Manufacturing process of ADC-

It involves the reaction of caustic soda lye with chlorine, the intermediate product

involves the reaction with caustic soda, ammonia, sulphuric acid & catalysts and

finally the last intermediate reacts with chlorine gas as oxidizing agent in appropriate




proportion in reaction vessels. The manufacturing process employs batch operation in

reaction vessels and the duration of one batch is approx. 36 hrs.

3.5.2 Manufacturing process of DNPT-

It involves the reaction of sodium nitrite, hexamine & hydrochloric acid in

appropriate proportion in the duration of one batch is approx 18 hrs.

After the formation of desired compounds from above reactions, it is first filtered &

then centrifuged, above 80 % of waste water is discharged in filtration & 15 % in

centrifugation. After squeezing the water in centrifuge the products are dried in tray




dryers by hot air generator in G.I. trays & then pulverized in machine & blended in

mixture. After blending the products ADC & DNPT are packed in LDPE lined HDPE

bags & delivered to party.

3.6 Raw Material

The chemicals manufacturing industry requires variety of raw materials which are

presently being supplied from local markets, proposed raw material requirement is

mentioned below.




Raw Material

Raw Materials Quantity/Day Storage Capacity

Existing Proposed Existing Proposed

For Azo- Di- Carbon amide (ADC)

Caustic Soda Lye 8.00 MT 15.00 MT 40.00 MT 100.00 MT

Liquid Chlorine 6.00 MT 11.00 MT 30.00 MT 18.00 MT

Sulphuric Acid 6.00 MT 14.00 MT 50.00 MT 50.00 MT

Liquid Ammonia 0.175 MT 0.25 MT 3.00 MT 3.00 MT

For Di- Nitrosopenta Methylene Teramine (DNPT)

Hexamine 1.50 MT 1.60 MT 30.00 MT 25.00 MT

Sodium Nitrate 1.75 MT 2.00 10.00 MT 25.00 MT

Hydrochloric Acid 4.00 MT 4.00 MT 15.00 KL 15.00 KL

General Chemical and Catalysts

Sodium Bicarbonate 0.50 MT 1.00 MT 25.00 MT 25.00 MT

Other Chemicals & Catalysts 0.25 MT 0.50 MT 15.00 MT 15.00 MT

3.6.2 Source of Raw Material and mode of transport

The main raw material will be sourced from domestic market. There is sufficient

availability of shredded raw material in the domestic market. The raw material supply

to the site will be carried out by trucks and tankers.

3.6.3 Products

The proposed manufacturing capacity of unit will be 10 MT/Day including Azo- Di-

Carbonamide (ADC) to tune of 8.00 MT/Day and Di - Nitrosopenta Methylene

Teramine (DNPT) to tune of 2 MT/Day. Thus the annual manufacturing capacity will

be 3600.00 MTPA in 360 working days/year. The existing production capacity and

capacity after proposed expansion is tabulated below with their respective storage

capacities:-

S.

No. Name of Product

Production Capacity Storage Capacity

Existing After Expansion Existing After

Expansion

1. Azo-Di-

Carbonamide (ADC)

3.00 MT/Day

(1080.00 MTPA)

8.00 MT/Day

(2880 MTPA) 15.00 MT 20.00 MT

2.

Di - Nitrosopenta

Methylene Teramine

(DNPT)

2.00 MT/Day

(720.00 MTPA)

2.00 MT/Day

(720.00 MTPA)

10.00 MT 5.00 MT

Total 5.00 MT/Day

(1800.00 MTPA)

10.00 MT/Day

(3600.00 MTPA) 25.00 MT 25.00 MT




3.7 Resource Optimization/ Recycling and Reuse envisaged in the Plant

The management of unit will work hard to optimize the resource utilization. The unit

will recycle the industrial process water to reduce the demand of daily fresh water.

The used solvent will be sold to authorized recyclers.

3.8 Availability of Water & source, Energy/ Power Requirement & Source

3.8.1 Power Demand & its Source

The power demand and D.G. sets of the unit in existing and proposed after expansion

is tabulated below:




1x380 kVA

H.S.D for DG Set




The power demand is being met from JVVNL and after the proposed expansion

power demand will be met from the existing AVVNL Connection. By using energy

efficient lighting arrangement, motors (85% efficiency) & power factor correction

equipments, consumption shall be minimized.

3.8.2 Water Demand & its Source

The existing water demand and demand after proposed expansion is given below:-










The water requirement for the project will be fulfilled RIICO water Supply/tanker

supply. The existing and proposed water balance for proposed project is given below:




Recycled

water

18.50 KLD

Domestic Purposes

1.50 KLD

Consumption

0.50 KLD

1.00 KLD

Waste Water

Total Water Demand 36.50 KLD

Fresh water Demand 18.00 KLD

Recycled Water 18.50 KLD

Cooling Tower

20.00 KLD

Evaporation

Loss 1.00 KLD

Septic Tank

Followed by

Soak Pit

ETP

7.00 KLD

Solar Evaporation

4.20 KLD

Green Belt Development

2.00 KLD

Process, Washing and

Caustic Dilution

7.00 KLD

Blow Down

0.50 KLD

Boiler

8.00 KLD

Evaporation

Loss 0.50 KLD ADC Drying

1.00 KLD

Consumed in Steam

Purging

7.00 KLD

Waste Water

6.00 KLD

Sludge Loss

0.80 KLD

Blow Down

0.50 KLD

Existing Water Balance of Unit




3.9 Waste Generation & Management

Liquid

Domestic Waste Water:

The unit is generating 1.00 KLD of domestic wastewater in existing operations and

after the proposed expansion the unit will generate 1.25 KLD of domestic waste

water. The waste water from domestic activities is being handled through existing

septic tank followed by soak pit. Same septic tank will be used after proposed

expansion also.

Evaporation

Loss 0.75

KLD

Proposed Water Balance of Unit

Recycled

water

27.00

KLD

Domestic

Purposes

2.00 KLD

Consumption

0.75 KLD

1.25 KLD

Waste

Water

Total Water Demand 59.50 KLD

Fresh water Demand 32.50 KLD

Recycled Water 27.00 KLD

Cooling Tower

30.00 KLD

Evaporation

Loss

2.00 KLD

Septic Tank

Followed

by Soak Pit

ETP

11.25 KLD

Solar Evaporation

3.95 KLD

Green Belt

Development

6.00 KLD

Process and

Washing

11.00 KLD

Blow Down

1.00 KLD

Boiler

12.00 KLD

ADC

Drying

2.00 KLD

Consumed in

Steam Purging

10.50 KLD

Waste Water

9.00 KLD

Sludge Loss

1.30 KLD

Blow Down

0.75 KLD

Caustic

Dilution

4.00 KLD

DNTP

Scrubber

0.50 KLD

Waste Water

0.50 KLD




Industrial Waste Water:

In the current situation, the unit is generating 7.00 KLD of industrial effluent

wastewater. It is estimated that after the proposed expansion the unit will generate

11.25 KLD of industrial waste water. The waste water will be generated from ADC

processing and washing, DNTP scrubber, DNTP plant washing, blow down from

boiler and cooling tower. The steam from the boiler will be consumed in the

manufacturing process. This industrial waste water will be treated in existing ETP of

15KLD capacity.

Solid

The solid waste generated from the unit will Ash from boiler, Spent/Used Oil and

Sludge from the wastewater treatment process. The anticipated quantities of solid

waste is given below in table

Waste Category as per

HWMR rules

Quantity Disposal/

Management Existing

After

Expansion


Manufacturing Unit.

Spent/Used

Oil 5.1 300 Lit/Annum 600 Lit/Annum

Sold to Authorized

Recycler/End Users


3.10 Schematic Representation of the feasibility drawing which give information

of EIA purpose

As per the EIA Notifications dated 14th

September, 2006, it is mandatory for the

proposed activity to get Environmental Clearance before setting any project or

expansion/ modernization of any project. The detailed chart delineating the process is

given in Figure-3.6.

The purpose of this Environmental Impact Assessment (EIA) study is to provide

information on the nature and extent of environmental impacts arising from the

operation of the project and related activities taking place concurrently. The study

also focuses on the sensitive issues. For the purpose of the EIA study, the impact zone

for the implementation shall confine within a radius of about 10 km from the center of

the project site.

The objectives of the EIA study are as follows:




i) To describe the existing and proposed project and associated works together with

the requirements for carrying out the development.

ii) To establish the baseline environmental and social scenario of the project

surroundings.

iii) To identify and describe the elements of the community and environment likely to

be affected by the developments.

iv) To identify, predict and evaluate environmental and social impacts expected to

raise during the operation phase of the project in relation to the sensitive receptors

v) To develop mitigation measures so as to minimize pollution, environmental

disturbance and nuisance during construction and operations of the plant.

vi) To design and specify the monitoring and auditing requirements necessary to

ensure the implementation and the effectiveness of the mitigation measures

adopted.

In terms of the EIA Notifications of the MoEF dated 14th

September, 2006, the

generic structure of EIA documents shall be as under:

Introduction

Project description

Analysis of Alternatives (Technology & Site)

Description of the Environment

Anticipated Environmental Impact & Mitigation Measures

Environmental Monitoring Program

Additional Studies

Project Benefits

Environmental Cost Benefits Analysis

EMP

Summary & Conclusion

Disclosure of Consultant Engaged




Figure 3.6: Showing the Process of Environmental Clearance Procedure

Yes

Yes

Decision of EIAA

Issuing Clearance to

project proponent

Whether any new

project/expansion/modernization

fall under the purview of schedule

Rejection

Category B?

Submission of application by proponent (Form-1, Pre- feasibility

report and Draft Term of Reference)

Scrutiny by SEAC

Scoping and communication of Term of Reference for EIA studies

to the proponent for EIA preparation

Submission of draft EIA /Summary EIA/ Application for Public

Consultation

Conducting Public Hearing by SPCB/PCC or any other public

agency/ authority engaged by regulatory authority

Submission of proceedings of the public hearing by the

SPCB/PCC to SEAC

Submission of final EIA by the proponent after improving EIA/

EMP

Appraisal by SEAC

Decision of SEIAA

IAA

Approval by SEAC

Reservation on the proposal conveyed to EAC

SEAC views on reservations sent to SEIAA

Specific Concerns

No Yes




SECTION-IV

SITE ANALYSIS

4.1 Connectivity

The proposed site has well developed transport infrastructure.









4.2 Land form, Land use and Land ownership

The land of total area 6000 Sq.m. has been allotted by RIICO to the unit. Land

allotment letter has been attached as Annexure III.

The plant site is located at Plot No. F-447, F-448 and F-449, Matasya Industrial Area,

Tehsil- Alwar (Raj.). The plant site is a flat land and land use surrounding the project

site mainly comprises of industrial and institutional settings.

4.3 Topography

The geographical location of the project is as under:

Geographical Location:

Latitude: 27°30'28.57"N


The study area is characterized by topography of more or less flat-topped hills, which

become predominant and precipitous in the southwestern parts of the district forming

the north continuation of the main Aravalli Ranges. The ridges of rocky and

precipitous hills for most part are parallel and are observable throughout the district.

The highest elevation of the study area is 300 MSL and the lowest elevation is 240

MSL. There is no perennial river within the study area. Although the District Alwar

has certain seasonal rivers including the Ruparel, Sabi, Chuhar, Sidh and Landoha,

which carry monsoon drainage from upland areas. The drainage pattern of study area

is tending towards east from the site. Jaisamand Lake is about 8.5 km towards south-




west from the site and Hans Sarovar (lake) is about 6.8 km away from the site towards

East. In Alwar region agriculture is one of the sustaining activities and for good

agriculture the soil must be of very good quality. The region in general has a fertile

alluvial soil in almost all the areas outside the forest boundary where agriculture is

done and two to three crops have been taken by the farmers in a year. Nearly all types

of soils are found in this area viz. sandy, loamy, sandy-loamy and clayey.

The following types soil are found in area

Recent alluvium

Aravalli pediment

Fluvioaeolian

Soils of aravalli hills

Old alluvium

Figure : Soil composition of Alwar district

Source: ODP Report 1996, SPA

The above mentioned chart in figure 3.3 shows that the recent alluvium type of soil is the

most abundantly found soil in the district Alwar with 50 % share of the total type of soil

found in the area. While aravali pediment, soils of aravali hills, old alluvium and

fluvioaeolian soils are also found in the Alwar district.

4.4 Existing Land use Pattern

Study of land use in the area enables one to know about the land that can be used for

various development activities related with project. It also enables to envisage the




future plans of expansion or new installation. The proposed land use of proposed

project as tabulated below:-

Description Area (Sq. m) % (Percentage)

Plant Area 4009 66.80

Road and Corridor 600 10.00

Green Belt Development 671 11.20

Open Area 720 12.00

Total 6,000 100

4.5 Existing Infrastructure

4.5.1 Water Supply











The water requirement for the project will be fulfilled from RIICO and tanker Water

supply

4.5.2 Power Requirement


is tabulated below:




1x380 kVA

H.S.D for DG Set











4.5.3 Connectivity

The proposed site has well developed transport infrastructure. The connectivity route

of site is listed below:









4.6 Soil Classification

. In Alwar region agriculture is one of the sustaining activities and for good

agriculture the soil must be of very good quality. The region in general has a fertile

alluvial soil in almost all the areas outside the forest boundary where agriculture is

done and two to three crops have been taken by the farmers in a year. Nearly all types

of soils are found in this area viz. sandy, loamy, sandy-loamy and clayey.

The following types soil are found in area

Recent alluvium

Aravalli pediment

Fluvioaeolian

Soils of aravalli hills

Old alluvium

Figure Soil composition of Alwar district

Source: ODP Report 1996, SPA




The above mentioned chart in figure 3.3 shows that the recent alluvium type of soil is the

most abundantly found soil in the district Alwar with 50 % share of the total type of soil

found in the area. While aravali pediment, soils of aravali hills, old alluvium and

fluvioaeolian soils are also found in the Alwar district.

4.7 Climatic Data from Secondary Sources

The climate of the study area is semi-arid and very hot in summer and extremely cold in

winter. The monsoon season is of very short duration. The cold season starts by the middle of

November and continues up to the beginning of March. The summer season follows thereafter

and extends up to the end of the June. The south-west monsoon continues from July to mid-

September. The period from mid-September to mid-November forms the post monsoon

season. The rainfall during the south-west monsoons constitutes about 80 % of the annual

rainfall. 577.7 mm is the annual average rainfall.

4.8 Social Infrastructure Available

The basic infrastructure study helps one to understand the level of service available to

the people of the area.

Infrastructure/ colonies:

The proposed project is located in industrial area which has many industrial unit and

institutional setting in periphery.

Water supply

The water supply from RIICO and tanker supply is available within the industrial

area.

Transport and Communication

Transport accessibility is one of the important factors required for the overall

development of the area. All the villages have roads and means of transportation to

the towns are by city bus and auto.

4.8.1 Market Facilities

Commercial activities form the backbone of the economy. The study tends to tell the

kind of employment it generates for the people of the area and the kind of services it

provides for the attainment of a better living. Table 4.3 shows the nearest town to

each village. The project is located in MIA RIICO Industrial Area Alwar. Alwar city

has wide market potential.

4.8.2 Health Facility

Health is one of the most important development indicators, which needs to be studied

to know the quality of life in the area. Health care infrastructure is one of its

components, which give us an idea about the facilities available to villagers, and what

are the secondary and tertiary level institutions where the villagers seek treatment.




SECTION-V

PLANNING BRIEF

5.1 Planning Concept (type of industries, facilities, transportation etc) Town and

Country Planning/ Development Authority Classification

The development of civilization is a continuous process. The invention of plastics

came as boon to mankind. Plastics are being used now days for making variety of

products and have entered in our day to day life of human being. The raw plastic is to

be mixed with various chemicals to increase its usage, moldable and blow-able

proprieties. The blowing agent is a chemical compound which under certain

conditions evolves into gaseous phase and thus used for manufacturing various foams

and sponges. Azo-di-carbonamide (ADC) and Di-nitroso-pentamethylene tetramine

(DNPT) is the most versatile blowing agent for various types of plastics and rubber

respectively. The blowing agents are used in various materials/ products such as shoe

sole, thermal insulation, Gaskets, Life jackets, Rexine cloths, Seat cushions, Package

filter, PVC compounds and Engineering plastics.

In view of this and seeing bright future of in the sector in country the management of

M/s Sri Dwarika Dheesh Polymers Pvt. Ltd. is proposing expansion of existing

industrial unit for manufacturing of Azo- Di- Carbonamide (ADC) and Di -

Nitrosopenta Methylene Teramine (DNPT), situated at Plot No. F-447, F-448 and F-

449, Matasya Industrial Area, Tehsil- Alwar (Raj.).

The site is having roads and means of transportation to the towns are by Bus, Auto

etc. Water requirement for the proposed project will be 59.50 KLD after the proposed

expansion. The source of water for the project will be RIICO water supply/tanker

supply. Power requirement for the proposed project will be 1000 kVA and two DG

sets of 320 kVA and 380 kVA having 140 Lit/hr HSD requirement.

5.2 Population Projection

The manpower requirement of the project is 20 workers. Hence, there will be no

change in the population projection of the nearest and farther most villages of the

project. There are 3 villages with in 2 Km radius of the proposed project. The

population in the study area is as follows:-

Population of the study area (10 Km.):-

Distances Villages Households Total Males Females

0-2 km

1 DESULA 849 4815 2635 2180

2 DHADOLI 194 1167 631 536

3 KAMALPUR 111 643 352 291

Distances Villages Households Total Males Females

2 km & above

1 AGYARA 103 648 345 303

2 BAGAR MEO 319 2215 1172 1043

3 BAGAR RAJPUT 414 2799 1465 1334

4 BAHALA 651 3707 1981 1726




5 BALONDKA 186 1248 654 594

6 BAMBOLI 532 3902 2119 1783

7 BARAGAON 361 2777 1417 1360

8 BHATESARA 113 756 383 373

9 BELAKA 575 3438 1836 1602

10 BHUAHA 106 903 463 440

11 CHANDUKI 89 905 483 422

12 CHAPARARA 134 984 502 482

13 CHOROTI

PAHAR

327 2342 1238 1104

14 DADAH 82 659 313 346

15 DADAR 501 2809 1510 1299

16 DIWAKARI 1196 6870 3725 3145

17 DUMEHRA 156 1088 575 513

18 GANDRALA 972 5869 3034 2835

19 GHEHOLI 145 929 488 441

20 GUJOKI 248 1665 899 766

21 HALDINA 588 4113 2226 1887

22 INDIRAGARH 135 827 443 384

23 INTARANA 122 905 467 438

24 JATPUR 56 462 233 229

25 JHORERA 106 664 366 298

26 KAIRWARA 379 2542 1337 1205

27 KAKROLI 115 625 334 291

28 KAIMALA 196 1358 714 644

29 KAIRWA JAT 323 2353 1272 1081

30 KESROLI 215 1309 682 627

31 KHANPUR 75 526 277 249

32 KHERLI SAIYED 347 2370 1249 1121

33 LIWARI 252 1491 788 703

34 LOHARWARI 126 1204 591 613

35 MAHWA 134 1028 544 484

36 MANNAKA 213 1780 944 836

37 MINAPURA 168 1383 761 622

38 MAUJDI KA BAS 153 1124 599 525

39 MORERA 97 653 343 310

40 MUNDPURI 58 460 240 220

41 NAGLA CHORAN 91 599 329 270

42 NANGLI 321 2033 1037 996

43 PALAKA 87 593 312 281

44 RAIBKA 454 3085 1619 1466

45 SAHROLI 283 1918 999 919

46 SAIPUR 274 1831 963 868

47 SANKLA 90 492 269 223

48 TULERA 496 3938 2079 1859

Total 14,318 94,804 50,237 44,567

*Sources: Census of India, 2001




There are 51 villages in the 10 Km periphery of the proposed study area with 14,318

households. The population of the study area is 94,804.

5.3 Land Use Planning

The green belt will be developed on about 671.00 Sq. m. of land. This is 11.20% of

the total land area (8000Sq. m.). A 2000 Sq. m. (33.33 % of the plant area) RIICO

Park, adjoining to the unit has been adopted for green belt development. Letter of

adaptation is attached as Annexure II.

The proposed land use break up of site is tabulated below:

Description Area (Sq. m) % (Percentage)

Plant Area 4009 66.80

Road and Corridor 600 10.00

Green Belt Development 671 11.20

Open Area 720 12.00

Total 6,000 100

5.4 Assessment of Infrastructure Demand (Physical and Social)

The urban cities including Jaipur are suffering from shortage of adequate and hygienic

living conditions. This has resulted in mushrooming of unauthorized colonies which

lacks basic amenities. The entire project has been master planned in a way, which

keeps a perfect balance between greens and open spaces with wide roads, landscaped

parks, and planned community living.

Social Demand

On the basis of the preliminary site visit, the infrastructure demand in the villages

assessed on the basis of need and priority. The PP proposes to support education

facility. He also aims for financial help in government schools. Facility for village

schools including classroom/ toilet construction, ceiling fans/ coolers or books for

school library.

The assessment will be identified in the socio economic survey, after grant of TOR

and will be submitted at the time final presentation regarding EC.

5.5 Amenities/ Facilities

The project site office, small workshop, first aid room, stack yard & rest shelter will

be established. Clean drinking water will be provided. The toilets will be provided

separately for males and females.




SECTION-VI

PROPOSED INFRASTRUCTURE

6.1 Industrial Area

The project is located in RIICO industrial area MIA Alwar which has many

industrial unit and institutional settings such as M/s Ajanta Polymers, M/s K.S. Jain

Polymers and M/s Green Field Industries etc.

6.2 Residential Area

As such no individual area is proposed in this project. Only rest room for workers will

be provided at site. The work force shall be put in the town nearby, which has all

facilities like water, power etc.

6.3 Green Belt

The green belt will be developed on about 671.00 Sq. m. of land. This is 11.20% of

the total land area (8000Sq. m.). A 2000 Sq. m. (33.33 % of the plant area) RIICO

Park, adjoining to the unit has been adopted for green belt development. Letter of

adaptation is attached as Annexure II. Increasing vegetation in the form of greenbelt is

one of the preferred methods to mitigate air pollution. Plants serve as a sink for

pollutants, act as a barrier to break the wind speed as well allow the dust and other

particulates to settle out there. It also helps to reduce the noise level to some extent.

The following species can be used in greenbelt development to serve as noise

breakers:

• Tectona grandis (Teak);

• Butea monosperma (Palash);

• Leucana leucocephala (Subabual);

• Mangifera indica (Aam); and

• Dalbergia Sissoo (Shisham).

6.4 Social Infrastructure (Corporate Social Responsibility)

The PP proposes the following permanent structures within a 10.0 km periphery of the

project.

The PP proposes to ambulance in the village area. The PP also

proposes medicines for water borne diseases especially for children.

Health camps will be organized for children. These children will be

examined for the water borne diseases and prescribed.

The proposed infrastructure will be further identified in the socioeconomic survey,

after the grant of TOR and will be submitted at the time of final presentation

regarding EC.




6.5 Connectivity

The proposed site is well accessible through railways and road transport.









6.6 Drinking Water Management











The water requirement for the project will be fulfilled from RIICO and tanker Water

supply

6.7 Sewerage System

The unit is generating 1.00 KLD of domestic wastewater in existing operations and

after the proposed expansion the unit will generate 1.25 KLD of domestic waste

water. The waste water from domestic activities is being handled through existing

septic tank followed by soak pit. Same septic tank will be used after proposed

expansion also.

6.8 Industrial Waste Management

In the current situation, the unit is generating 7.00 KLD of industrial effluent

wastewater. It is estimated that after the proposed expansion the unit will generate

11.25 KLD of industrial waste water. The waste water will be generated from ADC

processing and washing, DNTP scrubber, DNTP plant washing, blow down from

boiler and cooling tower. The steam from the boiler will be consumed in the

manufacturing process. This industrial waste water will be treated in existing ETP of

15KLD capacity.




6.9 Solid Waste Management

The solid waste generated from the unit will Ash from boiler, Spent/Used Oil and

Sludge from the wastewater treatment process. The anticipated quantities of solid

waste is given below in table:

Waste

Category as

per

HWMR rules

Quantity Disposal/

Management Existing

After

Expansion


Manufacturing Unit.

Spent/Used

Oil 5.1

300

Lit/Annum

600

Lit/Annum

Sold to Authorized

Recycler/End Users


6.10 Power Requirement & Supply/ Source


is tabulated below:




1x380 kVA

H.S.D for DG Set











SECTION-VII

REHABILITATION AND RESETTLEMENT PLAN

7.1 Rehabilitation and Resettlement Plan

The project is proposed to come up at the land owned by promoters therefore no

displacement is involved and therefore rehabilitation and resettlement plan is not

required. The socio-economy of the area will be submitted in EIA report.

7.2 Project Schedule & Cost Estimates

Presently the project is only under planning stage & therefore likely date of starting

and completion is not been formulated. The construction activity will be started only

after obtaining EC. The schedule of construction and commissioning of

manufacturing facility will be formulated only after obtaining EC.

7.3 Analysis of Proposal (Final Recommendations)

Financial and Social benefits with special emphasis on the benefit to the local people

including tribal population, if any, in the area.

The project will cater the domestic market and it will add to revenue generation of the

district/state. It aims to provide additional employment to the local population of the

tehsil. The proposed project aims to fulfill its social sustainable responsibility though

promoting and maintaining permanent structures as follows:-

The PP proposes to ambulance in the village area. The PP also proposes

medicines for water borne diseases especially for children.

Health camps will be organized for children. These children will be examined

for the water borne diseases and prescribe medicines.

As per the preliminary site visit, the above activities were identified on the need based

requirement of the study area. Further activities will be analyzed, after the analysis of

the baseline data generation and socioeconomic survey. Appropriate investment of

about Rs 65.00 Lac will be contributed for sustainable development of the area.

section-i executive summary - welcome to … report m/s sri dwarika dheesh polymers pvt. ltd. team...

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