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, -Pali Road Tal.: Sudhagad Pali, Dist.: Raigad, , Pin 410205 www.fibrol.com

Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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

Pre-Feasibility Report Fibrol Non-Ionics Private Limited

Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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.

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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 Trade effluent- 0.25 CMD CTO) 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.

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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,

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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.

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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.

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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.

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

• 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

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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

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: Sr. No. Raw material Number Liquid storage capacity of tanks (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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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 0.1 pollutants are easily biodegradable 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.

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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 Type of Waste Quantity UOM Mode of Disposal No 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, 5-10 Kg/Y Recycle/sale after tarpaulin, paper waste decontamination

(b) Hazardous Waste: There is no hazardous waste in any form at site.

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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 .

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, 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 taluka and 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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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 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.

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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 , 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. and 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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

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.

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

Annexure I Site google image

Site google image – 1km radius

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

Site google image – 10 km radius

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

Annexure II Plant layout

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

Structure details in existing Plot.

Area Total No of Area in Sr. no Name of Building Area Area in Unit Floor sq.ft. in sq.ft. Length Width 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 LABORATORY & SPARES 13 sq.ft GODOWN 8.5 5 42.5 1 457.3 457.3 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

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

Annexure III Effluent Treatment block diagram

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

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

Annexure IV Project cost certificate

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Pre-Feasibility Report Fibrol Non-Ionics Private Limited

Annexure V IDC SSI certificate

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