Synthetic Organic Chemical Manufacturing Unitenvironmentclearance.nic.in/writereaddata/Online/TOR/08...synthetic organic chemical manufacturing. b. Suitability of land from topography

Pre-Feasibility Report Fibrol Non-Ionics Private Limited

Pre-Feasibility Report for

Synthetic Organic Chemical Manufacturing Unit

PROJECT TERMED UNDER SCHEDULE 5 (f)

(SYNTHETIC ORGANIC CHEMICALS INDUSTRY)

CATEGORY - A

Prepared By

Fibrol Non-Ionics Pvt.Ltd

Survey No. 131, Rasal village, Khopoli-Pali Road

Tal.: Sudhagad Pali, Dist.: Raigad,

Maharashtra, Pin 410205

www.fibrol.com


Table of Contents

Chapter 1 Executive Summary .......................................................................................................................... 1

Chapter 2 Introduction of the Project ............................................................................................................. 3

2.1 Identification of the project and Project Proponent ..................................................................... 3

2.2 Need of project with description for region and country ........................................................... 3

2.3 Brief Description of Project .................................................................................................................... 3

2.4 Export Possibility ....................................................................................................................................... 4

2.5 Domestic / Export Markets .................................................................................................................... 4

2.6 Employment Generation due to Project (Direct and indirect) ................................................. 4

Chapter 3 Project Description............................................................................................................................ 5

3.1 Type of Project: ........................................................................................................................................... 5

Chapter 4 Site Analysis ...................................................................................................................................... 14

Chapter 5 Planning Brief ................................................................................................................................... 20

Chapter 6 Proposed Infrastructure .............................................................................................................. 21

Chapter 7 Rehabilitation and Resettlement .............................................................................................. 23

Chapter 8 Project schedule and cost estimates ........................................................................................ 24

Chapter 9 Analysis of Proposal ....................................................................................................................... 25

List of Annexures

Annexure No Description Page no

I Plant location / Google image of plant site 27 - 28

II Layout of the plant site 29 - 30

III Effluent Treatment scheme 31

IV Project cost certificate 32

V IDC SSI Certificate 33



1

Chapter 1 Executive Summary

Company Profile

Fibrol Non-Ionics Pvt. Ltd. is a manufacturer of Non- Ionics Surfactants & Industrial detergents and Emulsifier.

Fibrol Non-Ionics Pvt. Ltd. is a small-scale manufacturing company. Promoted by first generation entrepreneurs, who have had gained useful experience & knowledge about the process products safely aspects of the manufacturing unit, the procurement of raw materials & market potential & demands in their earlier jobs by the directors.

Being from middle class background & having limited personal financial ability to invest, most of the investment is sourced from financial institution & private borrowing. The project was erected & commissioned after understanding the growing demand for the Industrial detergent & surface active agents & with an aim to cater the same by generating some gainful employment to the local younger unskilled youth, with an aim to create maximum greenery on the available land & fulfilling social responsibility.

Health & safety of our employee & the surrounding population is our prime objective throughout our operations of last five years. We are committed to it & for welfare of community & environmental protection as long as we are in operation in future also.

We are committed to the Health and Safety of our employees, the welfare of our community & environment protection.

The google image of the plot site is enclosed in report at Annexure-I

Layout Plan for under operation is attached as Annexure-II

Prior Environmental Clearance is mandated by Ministry of Environment and Forests, as vide

EIA Notification SO 1533, dated September 14, 2006 and its amendments for Synthetic Organic

chemicals manufacturing units. This project falls under category ‘A’ and schedule item no. 5(f):

Synthetic organic chemicals.


2

The unit was established about 4 year ago. This PFR is made for the Environmental Clearance As per the EC notification. The project brief is summarized in the table below

Project summary at a glance

Sr No Particulars Details

1 Name of Company Fibrol Non-Ionics Pvt. Ltd.

2 Products (existing and proposed) 1. Non- Ionics Surfactants

2. Industrial detergents

3 Location Survey no.131, Rasal village, Tal-Sudhagad-Pali,

Dist. Raigad.

4 Name of the project 1) Fibrol Non-Ionics Pvt. Ltd.

5 Total land area of the plot 7460 sq. mtr.

6 Total built up area 1680 sq. mtr.

7 Major raw material Refer section 3.4

8 Water requirement and source 3.4 CMD (as per CTO) sourced by water tankers

9 Power requirement and source 106 HP sanctioned and connected by MSEDCL

10 Existing and proposed manpower 4 +13=17 existing (Admin+Labour)

11 Waste water quantity (as per

CTO)

Trade effluent- 0.25 CMD

Domestic effluent- 0.2 CMD

12 Air emissions Within the limits of CTO

13 Solid Waste No generation of solid waste

14 Project cost estimate 373 Lakhs as per certified by CA Annexure-IV

The Land is used as “Industrial” land thus there shall be no change in land use.

Land was purchased for establishing the factory for which due N.A. permission obtained from

District from Collector Raigad.

Fibrol has constructed facility such as the internal road network, external approach road etc.

There is no sensitive establishment in the vicinity such as health resort, hospital,

archaeological monuments, sanctuaries, etc.

The land and infrastructure is made available and the raw material is easily available through

the easy transport via road connectivity by local suppliers as well as imported one.


3

Chapter 2 Introduction of the Project

2.1 Identification of the project and Project Proponent

The site is producing synthetic organic chemicals at the plant site.

Project proponents of Fibrol Non-Ionics Pvt. Ltd are as follows,

Sr. No. Full Name Address 1 H.V. Chheda (Director) B-7 Chandra Darshan Bldg, 2nd floor, P.K. Rd. Panchrasta Jn,

Mulund-(w), Mumbai-400080 2 R. M. Pathak Survey No.131, Rasal Village, Khopoli-Pali Rd., Tal:Sudhagad-

Pali, Dist.:Raigad, Maharashtra Pin: 410205

3 Sadhana S. Nagda B-7 Chandra Darshan Bldg, 2nd floor, P.K. Rd. Panchrasta Jn, Mulund-(w), Mumbai-400080

4 Sanjay C. Nagda B-7 Chandra Darshan Bldg, 2nd floor, P.K. Rd. Panchrasta Jn, Mulund-(w), Mumbai-400080

5 Ketan Pathak Survey No.131, Rasal Village, Khopoli-Pali Rd., Tal: Sudhagad-Pali, Dist.: Raigad, Maharashtra Pin: 410205

6 Nimesh Lapasia B-7 Chandra Darshan Bldg, 2nd floor, P.K. Rd. Panchrasta Jn, Mulund-(w), Mumbai-400080

2.2 Need of project with description for region and country

Project was required for the products having high export potential & export substitute. Site is

situated in the proximity of port. Raw materials are easily available. Job generation in local

surrounding area. Easy availability of skilled and unskilled labor.

2.3 Brief Description of Project

Size: It is operating to produce following products at the site.

The existing products (as per CTO) are summarized below,


4

Sr. No Product / By product Existing as per CTO (*) TPM

Product A Non-Ionic surfactants 150 B Industrial Detergents Grand Total 150

(*) Ref: MPCB/ROR/14/09898/Amend/150/02FT 0365 dated 2nd January 2014_valid till

31.03.2017

2.4 Export Possibility

30 % - 40 % of products are being exported for textile processing/crop protection and

Industrial detergent use.

2.5 Domestic / Export Markets

All our products are used in various Industrial application such as textile processing,

agriculture crop protection, paint and pigment manufacturer, electroplating bath chemicals,

household toiletries and detergent, external application creams and ointments in

pharmaceuticals and cosmetics, steel and foundry industries, adhesives, rubber & paper

industries etc.

2.6 Employment Generation due to Project (Direct and indirect)

We have created 20-25 new job opportunities for Technical, Clerical, and Skilled & Semi Skilled

Labor directly and another 40-50 jobs indirectly.

We are also creating a demand for Industrial Equipment & raw Materials. This will create a

ripple effect & help in employment generation at our suppliers’ side as well.


5

Chapter 3 Project Description

3.1 Type of Project:

Existing project.

3.2 Location of the Project

Details of Nearest Infrastructure Facilities

Sr. No Destination App. Distance of Project Site

01 Nearest Town Pali-5 Kms

02 Nearest National Highway Mumbai Goa- 13 Kms

03 Nearest Airport Mumbai- 120 Kms

04 Nearest Railway Station Nagothane- 19 Kms

05 Nearest Port JNPT- 90 Kms

The Geographical Location of this plot is at 18°33'57.93"N Latitude and 73°14'15.04"E

Longitude with an elevation of 21 meter above sea level MSL.

Site coordinates are as follows:

Direction Latitude Longitude

North east corner 18°34'00.32"N 73°14'16.15"E

North west corner 18°34'00.07"N 73°14'14.70"E

South east corner 18°33'55.09"N 73°14'15.95"E

South west corner 18°33'57.93"N 73°14'15.04"E

This site is in premises ofchemical industrial zone which is meant for these types of Industries.

Land Form: Land is on plain contour, it is flat terrain.

Land Ownership: Land ownership is with project proponents.


6

Existing Landuse Pattern: The Land is reserved for Industrial use & the project is at the same

plot.

Existing Infrastructure: Presently there is an existing Infrastructure around the site.

Infrastructure like water, electricity, telephone facility, roads already available. Other

Infrastructure like, hospital, school, housing, entertainment, daily needs are available easily at

Pali Town which is at distance of about 5 km.

There is no sensitive establishment in the vicinity such as health resort, hospital,

archaeological monuments.

The location justification for the project is as under

a. Availability of required land and infrastructure for locating the establishment for the

synthetic organic chemical manufacturing.

b. Suitability of land from topography & geological aspects, synergy and business point of

view

c. Proximity to rail / road to facilitate transport of equipment / materials/ product

d. Availability of adequate quantity of water to meet water requirements.

Lay-Out

Refer Annexure II for the plant site layout plan.

3.3 Project Description with Process Details

• Brief idea about the Products

We manufacture Non Ionic Surface Active Agents, commonly known as Emulsifiers or Wetting

agents.

All these are Ethylene Oxide condensation products and the chemical reaction involved is an

addition reaction. There is no processing after reaction except pH and/or color adjustment by

addition of mild acids and peroxide bleach.

No layer separation, no filtration, no purification or concentration change is involved in

manufacture.


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All the products are wider soluble emulsifiers being packed directly from reaction vessel and

daily production of one batch per shift is scheduled.

Change of product is mainly by change in molar ratio of reactant chemicals. Whenever change

of raw material is necessary, all the resultant products being emulsifier, they do not

contaminate or alter drastically each other at the users end.

Hence reactor washing is avoided to save time, to save energy and to save cost.

The reaction being carried out under Nitrogen blanketing and at elevated pressure.

The storage of main raw material is also at chilled temperature and under pressure.

Boiler used for raising the initial temperature to 130 deg to 150 deg C and thus for initial 90 to

120 minutes only. There onwards being exothermic the reaction mass needs to be cooled by

circulation water around vessel.

• Process Description

In a Clean & Dry reactor, the raw material (viz. Nonyl Phenol, Para Octyl Phenol, Castor Oil, Stearic and allied fatty acids, fatty alcohols like Ceto Stearyl Alcohol, Lauryl Alcohol, Oleyl Alcohol) & amines such as Stearyl, coco etc are charged, either by vacuum or manually. Reactor is closed alkaline catalyst added (NaOH/KOH/Na2CO3/K2CO3 or any such) to level of 0.02% and steam heating started by circulating steam through the limpet coil. During heating full vacuum is maintained inside the vessel, and at 130 deg to 140 deg C, reactor is purged with N2 is repeated to ensure total absence of air, oxygen. Along with heating & stirring Ethylene Oxide is introduced in the reactor through the sparger Line, below the raw material column inside the vessel, very slowly, & keeping constant watch on pressure of the vessel & temperature of the raw material inside the reactor. Pressure rises initially & temperature rise starts slowly, simultaneously, decrease in pressure is also observed, indicating the initialization of the reaction between raw material & Ethylene Oxide. Steam supply is stopped & reaction progress is continuously monitored & kept undercontrol by regulating the flow of ethylene Oxide & cooling water circulation, always maintaining positive pressure inside the reactor.


8

After complete addition of Ethylene oxide quantity the product is cooled to room temperature, thereactor is purged with nitrogen to remove out all unreacted (if any) gaseous Ethylene oxide & product isdischarged & packed.

• Reaction


9


10

• Process Block diagram

3.4 Raw Material for Finished Product:

The basic raw materials for the production capacity are given below,

Sr. No. Raw material Consumption Tons per month

1 Ethylene Oxide 75

2 Nonyl Phenol 20

3 Phenol 3

4 Styrene 6

5 Castor Oil 1

6 Steric acid 1

7 Oleic acid 1

8 Lauryl alcohol 2

9 Tri decyl alcohol 1.5

10 Para octyl phenol 2.5

11 Ceto steryl alcohol 0.5

12 Hydrogenated castor oil 1.5


11

Source for Raw Material Procurement: Raw Materials are easily available in the local

market.

Mode of Transport of Raw Materials: Mode of transport to site is by road truck/tankers.

Existing major bulk liquid storages at site are as follow:

13 Amines (Steryl/Oleyl/Tallow/Coco) 2

14 Acetic acid 0.2

15 Caustic soda 0.01

16 Beta Naphthol 0.5

17 Glycerine 1

18 2 ethyl hexanol 1

19 1,4 Butene diol 2

20 Palm kernel fatty acid 1

21 Dist. coconut fatty acid 0.5

22 Oleyl Cetyl alcohol 0.5

23 Acid slurry 0.5

24 Hydrogen peroxide Negligible

25 Caustic potash 0.1

26 Potassium carbonate 0.1

27 Sulphuric acid 0.15

28 Phosphoric acid 0.05

29 Lauric acid 1.5

30 Isopropyl alcohol 0.5

31 Carbanol 0.5

32 Industrial urea 0.3

33 Propylene oxide 10

34 Benhyle alcohol 1

35 Fatty alcohol 1

36 Fatty acid 1

36 Fatty amide 1

Sr. No. Raw material Number of tanks

Liquid storage capacity (KL)

1 Ethylene Oxide 1 Nos 9.9

2 Styrene 1 Nos 10

3 Castor Oil 1 Nos 10

4 Industrial Fuel 1 Nos 10


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3.5 Resource Optimization:

Fibrol have already carried out the resource optimization at the site in order to reduce

wastage and minimum transport needs.

3.6 Availability of Resources (Water, Energy/Power Requirement):

Power: Existing power requirement of the site is 85 KVA.

We have installed1 Nos of DG sets of 82.5 KVA capacity based on Dieselas fuel as emergency

backup in case of power outage.

Water: The total water requirement for the expansion is about 3.4 CMD mainly for domestic,

process, Boiler/cooling purpose.

It is sourced from water tanker

Fresh water requirement and waste water generation for the site is as follows:

Fresh water intake

No. Description Existing as per CTO (CMD)

1 Domestic 0.8

2 Industrial cooling/boilers 2.5

3. Processing whereby water gets polluted and pollutants are easily biodegradable

0.1

Total 3.4

Waste water

No. Description Existing as per CTO (CMD)

1. Trade effluent 0.25

2. Domestic effluent 0.2 Total 0.45

* Treated effluent is used for gardening/green belt maintenance.


13

Existing Manpower is as follows:

Description Existing

Permanent 8 Contract 9

Total 17

Steam / Process heat Requirement:

Existing steam and thermic fluid heater details are as follows,

Sr. No. Equipment Capacity Status Fuel name & Quantity

1 Boiler-1 600 Kg/Hr Existing LDO 0.1TPD

2 Boiler-2 300 Kg/Hr Existing LDO 0.05 TPD

3 DG 82.5 KVA Existing HSD: 0.006 KL/day

3.7 Waste Generation and its treatment, disposal

I. Solid Waste

(a) Non Hazardous Solid Waste:

Sr No

Type of Waste Quantity UOM Mode of Disposal

Existing as per CTO

1 - - - -

Solid waste generation Existing

1 Metal scrap 1000 Kg/ Y Sale to Authorized party

2 Rubber hand gloves, PVC shoes, tarpaulin, paper waste

5-10 Kg/Y Recycle/sale after decontamination

(b) Hazardous Waste:

There is no hazardous waste in any form at site.


14

Chapter 4 Site Analysis

4.1 Connectivity:

This site of Fibrol Non-Ionics Pvt. Ltd. Is located at Survey no.131, Village-Rasal, Tal Sudhagad,

Pali, Dist. Raigad. The Site is 5 km from Pali town in Raigad district.

The land and infrastructure is made available by Government of Maharashtra and the raw

material is easily available through the easy transport via road connectivity.

4.2 Land form, Land use and Land ownership:

Land Form: Land is on plain contour, it is flat terrain.

Land Ownership: Land ownership is with project proponents (Fibrol Non-Ionics Pvt. Ltd.)

4.3 Topography:

The district has three physiographic divisions i.e. (i) Coastal zone in west covers about 20%

percent of the district (ii) Central zone covers about 1/3 rd of the district, consisting of fertile land in low lying area (iii) Hilly zone in the eastern part highly uneven in altitude and covered with forest. This hill range is characterized by ruggedness and uneven topography, with crestline of peaks and saddles forming the eastern horizon. Ulhas, Panvel and Patalganga are the three main rivers in northern part.

The soils in the district are formed from the Deccan Trap which is predominating rock

formation with small out crops of Laterite at a few places in the Poladpur taluka and Matheran hill. The soils are grouped as Forest, Varkas, Rice, Khar or Saline, Coastal Alluvium and Laterite as per the location and topographical situation.


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4.4 Existing land use pattern:

Industrial use

4.5 Existing Infrastructure:

Infrastructure is provided by Government of Maharashtra.

4.6 Soil Classification:

SOILS:

The soils of the district are formed from the Deccan trap which is the predominating rock

formation of this district with small out-crops of laterite at a few places in the Poladpur

taluka and in the Matheran hills. Various types of these soils are marked out as per

topographical situation and location. They are generally grouped as

forest, varkas, rice, khar or salt, coastal alluvial and laterite soils.

Forest soils:

These soils are not used for agricultural purposes but yield valuable forest products such as

teak-wood, hirda (myrobalan), beheda, pepper, etc. However, these soils are heavily eroded

due to grazing and cutting of the forest trees.

Varkas soils:

These soils are located just below the forest soils all along the steeper slopes. They are

shallow in depth, which varies only between a foot and a foot and a half, heavily eroded and

sandy in texture and yellowish red to yellowish grey in colour with acidic reaction. They are

poor in organic matter and nitrogen and possess very little retentivity of moisture. They

yield kharif millets but the production thereof could be increased with the addition of bulky

manures, lime and nitrogenous and phosphatic fertilisers.


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Rice soils.

The district is the second largest producer of rice in the Maharashtra State. The region is

peculiarly terraced and, though the small strips in between the two terraces are levelled, it

is difficult to get even a few gunthas of land in one piece in a levelled condition. The depth

varies between two and six feet. They are loamy in texture, yellowish or reddish grey in

colour, neutral in reaction and almost devoid of lime. They are formed from the trap rock

from the Sahyadri ranges under heavy rainfall and humid climatic conditions. The linear

response of rice to the application of nitrogenous, phosphatic and potassic fertilisers is

observed in these soils. Addition of bulky manures in these soils is also found to be

advantageous from the point of view of yield. There are some patches of manat soils in

Mangaon taluka which are rich in clay and silt and which become stiff and hard when dry.

Khar soils.

These soils are situated on the flat, levelled land near the sea at the point of creeks formed

due to the rivers. They are flat clay to clay loam in texture and reddish or yellowish grey in

colour. These soils contain hardly more than one per cent of soluble salts. These soils are

formed due to the deposition of salts by the sea or from lands reclaimed from the sea. Large

tracts of land are going out of cultivation due to the ingress of the sea and, in order to

reclaim these lands, the Government have formed the Khar Land Development Board which

has undertaken ambitious projects of the reclamation of khar lands.

Coastal alluvium soils.

These soils are found all along the coast and at places where there are no creeks. They are

deep soils developed on flat land and loamy in texture with reddish grey colour. They are

devoid of clay fraction or humus and are open in nature. The profile is difficult to

differentiate and is excessively drained. Calcium carbonate is found in abundance

throughout the profile but calcium has not entered the clay complex. The sub-soil water

level is only from ten to fifteen feet deep. The salt contents of the well water are higher in

the proximity of the sea; but due to excellent drainage, its use has not produced any

deleterious effects. The soils are almost neutral or slightly on the alkaline side of neutrality.


17

Good garden crops like coconut, areca-nut, plantain, etc., are grown in these soils, depending

upon the availability of water.

Laterite soils.

Out-crops of laterite rock are observed amongst the Sahyadri ranges amidst the trap rock

mainly at Matheran and in the Poladpur taluka. These soils mostly occur on the mountain

peaks. They are coarser in texture, wherever there are no forests. They are yellowish-red in

colour and shallow in depth and yield coarse millets and niger. The heavy rains in the

mountainous regions thoroughly leach the soils turning them acidic in reaction and devoid of

calcium carbonate. They are rich in sesquioxides, the ratio of silica to sesquioxides being less

than two. But they are generally poor in exchangeable bases or in fertility constituents.

However, the soils from the forest region are well-supplied with nitrogen and organic matter.

4.7 Climate data from secondary sources:

Climate:

Pali comes in Raigad district of Maharashtra. The climate of this district is typical of that on the

west coast of India, with plentiful and regular seasonable rainfall, oppressive weather in the

hot months and high humidity’s throughout the year. The summer season from March to May

is followed by the south-west monsoon season from June to September. October and

November form the post-monsoon or the retreating monsoon season. The period from

December to February is the cold season.

Rainfall:

The district has a network of eleven rain gauge stations with records extending to 82 years

for most of the stations. The south-west monsoon commences by about the first week of

June and the rains continue till about the beginning of October. The average annual rainfall

for the district as a whole is 3,028.9 mm. (119.25"). The rainfall increases rapidly from the

coast Howards the Western Ghats on the eastern border of the district. In the coastal strip

the annual rainfall decreases from south to north. Uran and Alibag at the northern end of the

coast get annually 2,072.3 mm. (81.58") and 2,080.8 mm. (81.92") of rain, respectively,


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Matheran gets as much as 5,167.5 mm. (203.45") of rain annually. Nearly 95 per cent, of the

annual rainfall is received during the south-west monsoon months, and the rainfall in

October forms the major portion of the rest. July is the month with the heaviest rainfall, the

same being 38 per cent of the annual rainfall.

Temperature: Being a coastal district the diurnal (daily) and seasonal variations of

temperature are not large. The period from March to May is one of increasing temperatures.

May is the hottest month with a mean daily maximum temperature at 31.7°C (89.1°F) and

the mean daily minimum temperature at 26.4°C (79.5°F). Fresh breezes from the sea relieve

the oppressive heat particularly in the coastal regions in the afternoons. The onset of the

south-west monsoon early in June brings down the temperatures slightly. After the

withdrawal of the south-west monsoon by the end of September the day temperatures

increase slightly and the weather in October and November is almost like the summer

months. In the period from December to February the weather is cooler than in the post-

monsoon months.

Humidity:

The air is humid throughout the year. Relative humidity is on an average over 80 per cent

during the south-west monsoon season. In the rest of the year the relative humidity is

between 65 per cent and 75 per cent.

Cloudiness:

During the south-west monsoon season skies are heavily clouded to overcast. In May and

October the clouding is moderate. Clear or very lightly clouded skies are common in the rest

of the year.

Winds:

Winds are very strong and blow from west or south-west during monsoon season. During

the period from October to December winds are generally moderate but sometimes strong

in October and blow from directions between north-east and south-east. In the three

months from January to March the winds continue to be moderate and are predominantly

from directions between north and east. In April while there is a slight strengthening of

wind, the direction is variable. In May there is a further strengthening of winds and the

directions are between south-west and north-west.


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Special weather phenomena:

In association with cyclonic storms in the Arabian sea in the post-monsoon months and to a

lesser extent in May, the district experiences very strong winds, sometimes reaching gale

force, particularly very near the coast and also heavy widespread rain. Occasionally these

storms may cross the coast in the northern part of the district and cause heavy damage.

Thunderstorms occur in April and May and just before the onset of the monsoon and in the

late September to the middle of November.


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Chapter 5 Planning Brief

5.1 Planning Concept:

• Well-developed roads and connectivity.

• Infrastructure facilities such as roads, communications etc.

5.2 Population Projection:

In 2011, Raigad district had population of 2,634,200 of which male and female were 1,344,345

and 1,289,855 respectively. In 2001 census, Raigad had a population of 2,207,929 of which

males were 1,117,628 and remaining 1,090,301 were females. Raigad District population

constituted 2.34 percent of total Maharashtra population.

In 2001 census, this figure for Raigad District was at 2.28 percent of Maharashtra population.

There was change of 19.31 percent in the population compared to population as per 2001. In

the previous census of India 2001, Raigad District recorded increase of 20.99 percent to its

population compared to 1991.

The initial provisional data released by census India 2011, shows that density of Raigad district for 2011 is 368 people per sq. km. In 2001, Raigad district density was at 309 people per sq. km. Raigad district administers 7,152 square kilometers of areas. 5.3 Assessment of Infrastructure Demand (Physical and Social):

No major infrastructure demand is envisaged as the site is already established.


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Chapter 6 Proposed Infrastructure

6.1 Industrial area:

The plant is established about 4 year back.

6.2 Residential Area:

No Residential area is there within the plant site.

6.3 Green Belt:

Green belt of adequate area within and around the project site is provided as per industries

norms and requirement.

6.4 Social Infrastructure:

Local people are given preference wherever found suitable for all the jobs in the plant, direct

as well as indirect. Thus the project has a positive impact on the employment pattern of the

region. Economic status of the local population has improved due to increased

ancillary/business opportunities, thereby making positive impact.

6.5 Connectivity:

This project facility is located at Rasal Village, in Raigad district, Maharashtra. The Site is 5 km

from Pali town and 19 km from nearest railway Station Nagothane. The land and infrastructure

is made available by Government of Maharashtra and the raw material is easily available

through the easy transport via road connectivity.

6.6 Water Management:

The total water requirement is about 3.4 cmd for Domestic, boiler/cooling, and process.

The source of water is from Road Tankers.


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6.7 Sewage and waste water treatment system:

The existing Effluent Treatment Process diagram is enclosed herewith as Annexure- III.

ETP scheme consists of following

1) Collection, Neutralization, Aeration Tank (Cap.5KL): in this tank effluent is collected. Its

pH is checked &if necessary neutralized. Also we have made arrangements for air

bubbling to achieve aeration of the collected effluent.

2) Settling Tank: after treatment in Neutralization tank, effluent is then pumped in to

settling tank. It is allowed to settle in the tank & its overflow is collected in another

tank. This overflow is then filtered through 1) activatedcharcoal filters& then through

Sand filter.

3) The treated & filtered effluent is used for green belt maintenance. It is circulated in

green belt area using perforated flexible pipes.

4) As per our experience, the pH adjustment of effluent is hardly necessary since the

effluent is already neutral.

5) We have also created sludge bed as instructed by MPCB, but there is no sludge

formation in entire effluent treatment. This is our observation in past four years.


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Chapter 7 Rehabilitation and Resettlement

Rehabilitation and Resettlement (R & R Plan)

(Policy to be adopted (centre/state) in respect of the project affected persons including home

outstees, and landless laborers ( a brief outline to be given)

Not applicable as the Project is already established about 4 years ago.


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Chapter 8 Project schedule and cost estimates

(Likely date of start of construction and likely date of completion (time schedule of the project to

be given)

Project is existing for last 4 Years and project cost is 373 Lacs as certified by C.A. (Certificate is

enclosed as Annexure-IV)


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Chapter 9 Analysis of Proposal

9.1 Financial and Social Benefits

(Financial and social benefits with special emphasis on the benefit to the local people including tribal

population, if any, in the area)

With the existing operation, we have created new jobs thereby empowering the local

population with additional spending power.

As industries grow in a hub, the social structure of the area improves with additional facilities

such as schools, technical training centers, hospitals, etc being made available in the smaller

towns. This has a long-term impact on the financial & social improvement thereby reducing the

migration of population to urban centers in search of livelihood & better living conditions.


26

Annexure I

Site google image

Site google image – 1km radius


27

Site google image – 10 km radius


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Annexure II

Plant layout


29

Structure details in existing Plot.

Sr. no Name of Building

Area No of Floor

Area in sq.ft.

Total Area in

sq.ft. Unit

Length Width

Area in

sqm.

1 PARKING SHED 21.5 4 86 1 925.36 925.36 sq.ft

2 SECURITY CABIN 4.1 3.7 15.17 1 163.2292 163.2292 sq.ft

3 UNDERGROUND WATER TANK 14 5.5 77 1 828.52 828.52 sq.ft

4 PUMP ROOM 5.5 5 27.5 1 295.9 295.9 sq.ft

5 ELECTRICAL PANNEL ROOM 7 5 35 1 376.6 376.6 sq.ft

6 GENERATOR SHED 4 4 16 1 172.16 172.16 sq.ft

7 BOILER SHED 9 5 45 1 484.2 484.2 sq.ft

8 LDO TANK SHED 9 3.5 31.5 1 338.94 338.94 sq.ft

9 COOLING TOWER 5.5 2.6 14.3 1 153.868 153.868 sq.ft

10 PACKING MATERIAL SHED 9.5 6.9 65.55 1 705.318 705.318 sq.ft

11 ADMIN OFFICE 9.5 7.1 67.45 2 725.762 1451.524 sq.ft

12 GODOWN LAB SHED 7.7 5 38.5 1 414.26 414.26 sq.ft

13 LABORATORY & SPARES GODOWN 8.5 5 42.5 1 457.3 457.3

sq.ft

14 FG GODOWN 22 10 220 1 2367.2 2367.2 sq.ft

15 PRODUCTION PLANT 24 14.5 348 1 3744.48 3744.48 sq.ft

16 LOADING PLATORM 5 3.5 17.5 1 188.3 188.3 sq.ft

17 ETP SHED 9 6 54 1 581.04 581.04 sq.ft

18 RM STORAGE TANK PLATFORM 9 3.7 33.3 1 358.308 358.308 sq.ft

19 EO STORAGE 20 20 400 1 4304 4304 sq.ft

Total 18310.51 sq.ft

Say 18311 sq.ft


30

Annexure III

Effluent Treatment block diagram

Collection tank >Neutralization tank > Sand Filter > Carbon Filter > Micron filter


31

Annexure IV

Project cost certificate


32

Annexure V

IDC SSI certificate

Documents

Synthetic Organic Chemical Manufacturing Unitenvironmentclearance.nic.in/writereaddata/Online/TOR/08...synthetic organic chemical manufacturing. b. Suitability of land from topography