PIDILITE INDUSTRIES LTD. based on Vinyl Acetate...

M/S PIDILITE INDUSTRIES LTD.

Proposed expansion project for manufacturing of polymers

Plot No.: A-22/1 & A-21/2, Mahad MIDC, Raigad - 402309, Maharashtra Pre-Feasibility Report

PFR for M/s. Pidilite industries Ltd. Prepared by Goldfinch Engineering Systems Pvt. Ltd.

PIDILITE INDUSTRIES LTD.

PFR for Environmental Clearance (EC) of proposed Expansion project of manufacturing of Polymers

based on Vinyl Acetate Monomer, Acrylate, styrene, Ethylene monomers & Adhesives based on PVA at

Plot No.: A-22/1 & A-21/2, Mahad MIDC, Raigad 402309, Maharashtra.

© Goldfinch Environmental Engineering Systems Private Limited (‘Goldfinch’), July 2017

This report is released for the use of the M/s. Pidilite Industries Ltd. Regulators and relevant stakeholders

solely as part of the subject EC of Proposed expansion project of Manufacturing of Polymers based on

Vinyl Acetate Monomer, Acrylate, styrene, Ethylene monomers & Adhesives based on PVA at Plot No.: A-

22/1 & A-21/2, Mahad MIDC, Raigad 402309, Maharashtra. Information provided (unless attributed to

referenced third parties) is otherwise copyrighted and shall not be used for any other purpose without

the written consent of Goldfinch/Pidilite.

QUALITY CONTROL

Name of

Publication

Pidilite Industries Ltd. proposed expansion project to manufacture of Polymers

based on Vinyl Acetate Monomer, Acrylate, styrene, Ethylene monomers &

Adhesives based on PVA at Plot No.: A-22/1 & A-21/2, Mahad MIDC, Raigad

402309, Maharashtra

Project Number Report No. 1 Version 1 Released August, 2017

Prepared By Mr. Siddhesh Karangutkar & Mr. Umesh Parab

Reviewed By Dr. Nivedita Kulkarni

Released By Mr. Anand Apte

DISCLAIMER

Goldfinch has taken all reasonable precautions in the preparation of this report as per its auditable

quality plan. Goldfinch also believes that the facts presented in the report are based on information

submitted by Pidilite and based on the technical expertise of Goldfinch as on the date it was written.

However, it is impossible to dismiss absolutely, the possibility of errors or omissions. Goldfinch therefore

specifically disclaims any liability of any form resulting from the use or application of the information

contained in this report. The information is not intended to serve as legal advice related to the individual

situation.





Contents

1.0 INTRODUCTION OF THE PROJECT ................................................................... 6

1.1 Introduction of the Project .................................................................................. 6

1.2 Introduction of the Project Proponent ................................................................... 6

1.3 Brief description of nature of the project ............................................................... 7

1.4 Need for the project and its importance to the country and or region ....................... 7

2.0 PROJECT DESCRIPTION ..................................................................................... 9

2.1 Type of Project .................................................................................................. 9

2.2 Project Location ................................................................................................. 9

2.3 Details of alternate sites considered and the basis of selecting the proposed site ..... 11

2.4 Size or Magnitude of Operation ........................................................................ 11

2.6 Raw Materials .................................................................................................. 15

2.7 Resource optimization/recycling and reuse envisaged in the project ....................... 17

2.8 Availability of water its source, energy/power requirement and source ................... 17

2.8.1 Water Requirement and Source ....................................................................... 17

2.8.3 Fuel Requirement............................................................................................ 18

2.9 Quantity of wastes to be generated (liquid and solid) and scheme for their

management/disposal ...................................................................................... 18

2.9.1 Gaseous Emissions .......................................................................................... 19

2.9.2 Effluent ......................................................................................................... 19

3.1 Connectivity ................................................................................................... 25

3.2 Land Form, Land use and Land ownership ...................................................... 25

3.3 Topography ................................................................................................... 25

3.5 Soil classification ............................................................................................ 26

3.6 Climatic data from secondary sources .............................................................. 26

3.7 Social Infrastructure Availability ...................................................................... 26

4.0 Planning In Brief ........................................................................................ 27

4.1 Planning Concept ............................................................................................. 27

4.2 Land Use Planning ............................................................................................ 27

4.3 Assessment of Infrastructure Demand (Physical & Social) ..................................... 28

4.4 Amenities/Facilities .......................................................................................... 28

4.5 Population Projection ........................................................................................ 28

5.0 Existing infrastructure ................................................................................ 29

5.1 Industrial area................................................................................................. 29

5.2 Residential Area ............................................................................................... 29





5.3 Green Belt ..................................................................................................... 29

5.4 Social Infrastructure ........................................................................................ 29

5.6 Drinking Water Management ............................................................................ 30

5.7 Sewage System .............................................................................................. 30

5.8 Industrial Water Management ........................................................................... 30

5.9 Solid Waste Management ............................................................................... 30

5.10 Power Requirement & Supply / source ............................................................ 30

6.0 Rehabilitation and Resettlement (R & R) Plan ........................................... 31

6.1 Policy to be adopted (Central/State) in respect of the project affected persons ....... 31

7.0 PROJECT SCHEDULE & COST ESTIMATES ...................................................... 32

7.1 Likely date of start of construction and likely date of completion ........................... 32

7.2 Estimated project cost ..................................................................................... 32

7.3 Economic Viability ...................................................................................... 32

8.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) ........................... 33





EXECUTIVE SUMMARY

Since inception in 1959, Pidilite Industries Limited has been a pioneer in consumer and Specialty

chemicals in India. Over two-third of the company’s sales come from products and segments it has

pioneered in India. Pidilite Industries is the market leader in adhesives and sealants, construction

chemicals, hobby colors and polymer emulsions in India. Brand name Fevicol has become synonymous

with adhesives to millions in India and is ranked amongst the most trusted brands in India. Fevicol is now

the largest selling adhesives brand in Asia. Pidilite Industries Limited, has proposed an expansion project

for manufacturing of polymers based on Vinyl Acetate Monomer (VAM), Acrylate, Styrene and adhesives

based on Poly Vinyl Alcohol (PVA) to increase production to 66000 MT per year, at Plot no. A-22/1 & A-

21/2, MIDC- Mahad, Dist. Raigad, Maharashtra.

The proposed project falls under classification 5(f) of schedules listed in EIA notification SO1533 dated

14/09/2006. Its appraisal category is B-1.

Project Synopsis:

Sr. No Parameters Description

1. Category as per EIA Notification 5 (f ) B-1

2. Latitude 18° 6'32.59"N

3. Longitude 73°28'18.96"E

4. Proposed Production Capacity

Existing Capacity:

Products : 41100 TPA

Proposed Capacity For expansion


Total after expansion


5. Total Plot Area 28744.00 Sq.m.

6. Green Belt Area Existing 2995 Sq.m + proposed 1677 Sq.m

7. Fresh Water Requirement Existing 202 CMD + Proposed 121 CMD

Total: 323 CMD





Sr. No Parameters Description

8. Effluent Quantity

(Trade + Domestic)

Trade Effluent: Existing 42.5 CMD + Proposed 25.5 CMD

Total: 68.0 CMD

Domestic: Existing 8.0 CMD + Proposed 1.0 CMD

Total: 9 CMD

9. Trade Effluent Treatment

Effluent treatment plant of designed capacity 50.0 CMD

consisting primary, secondary and tertiary treatment

followed by RO and Evaporator. During proposed

expansion it will be upgraded to Capacity of 80.0 CMD for

the treatment of 68.0 CMD. Out of total effluent 48.0

CMD effluent will be sent to CETP and 20 CMD will be

treat in RO and permeate will be reused for the cooling

tower and gardening.

10. Domestic Waste water Treatment Domestic wastewater treatment in proposed STP of

capacity 15 CMD

11. Fuel requirement at full load

No Boiler or Thermopack at the site. Steam is being

supplied by own adjacent plant located at A 21 Plot

Steam requirement:

Steam requirement

Existing - 8000 kg/day. Proposed - 5000 Kg/Day.

Total = 13000 kg/day

12. Power Requirement Existing power (Connected load): 1750 KW

Additional power required: 250 KW

13. Dispersion of emission DG Sets, No DG set at the site, DG power is tapped from our sister

concern (Pidilite A21 site).

14. Work Force Existing 222 Nos. + Additional 28 Nos.

Total: 250 Nos.

15. Total Capital Cost the project Existing facility cost 66.68 Cr + Additional 16.63 Cr

Total 83.31 Cr.





1.0 INTRODUCTION OF THE PROJECT

1.1 Introduction of the Project

Pidilite Industries Ltd. (Hereafter being referred as Pidilite for brevity in this text) proposed expansion

project to manufacture of polymers based on Vinyl Acetate Monomer (VAM), Acrylate, Styrene and

adhesives based on Poly Vinyl Alcohol (PVA).

Since inception in 1959, Pidilite Industries Limited has been a pioneer in consumer and Specialty

chemicals in India. Over two-third of the company’s sales come from products and segments it has

pioneered in India. Pidilite Industries is the market leader in adhesives and sealants, construction

chemicals, hobby colours and polymer emulsions in India. Brand name Fevicol has become synonymous

with adhesives to millions in India and is ranked amongst the most trusted brands in India. Fevicol is now

the largest selling adhesives brand in Asia. Pidilite Industries Limited, has proposed an expansion project

for manufacturing of polymers based on Vinyl Acetate Monomer (VAM), Acrylate, Styrene and adhesives

based on Poly Vinyl Alcohol (PVA) to increase production to 66000 MT per year, at Plot no. A-22/1 & A-

21/2, MIDC- Mahad, Dist. Raigad, Maharashtra.

As per the EIA Notification S.O. 1533 dated 14th

September 2006, proposed activity is covered under

Synthetic Organic Chemical Industry 5 (f) and needs prior environmental clearance. Further, as the

proposed industry is under category B. Since it is located in a notified industrial area the project will not

need public approval and is under category B1.

1.2 Introduction of the Project Proponent

List of directors along with their designation is given in Table 1-1

Table 1-1: List of Directors and their designations

Name of Director Designation

Shri M B Parekh Executive Chairman

Shri N K Parekh Non-Executive Vice Chairman

Shri Bharat Puri Managing Director

Shri Bansi S Mehta Independent Director

Shri Ranjan Kapur Independent Director

Shri A B Parekh Whole time director





Shri A N Parekh Whole time director

Shri Sanjeev Aga Independent Director

Shri Uday chander Khanna Independent Director

Smt Meera Shankar Independent Director

Shri Sabyasachi Patnaik Whole time director

Shri Vinod Kumar Dasari Independent Director

1.3 Brief description of nature of the project

The proposed expansion will be carried out on Plot No. A-22/1 & A-21/2 at Mahad MIDC, Raigad, with

land admeasuring 28744.0 Sq. m to manufacture of polymers having existing capacity of products 41100

TPA and after expansion having capacity of 66000 TPA.

1.4 Need for the project and its importance to the country and or region

The proposed project is needed to serve increasing demand from local and international market. The

finished product will earn foreign exchange, which is beneficial to economical grown of country. The

project will generate extra employment to the youths. Overall the project will be beneficial to counties

economic and social growth.

Projection for next years

Year Capacity Growth Average Gap

2017 - 18 41100 8% 43824 -2724

2018 - 19 41100 8% 47330 -6230

2019 - 20 41100 8% 51116 -10016

2020 - 21 41100 8% 55206 -14106

2021 - 22 41100 8% 59622 -18522

2022 - 23 41100 8% 64392 -23292





1.5 Demands-Supply Gap

Competition in the Indian Chemical market swelled in recent years, with increasing generic penetration.

This had many companies opting out of low-margin segments, as competition resulted in lower prices.

This created a gap between demand and supply. Such unusual price hikes take place when there is

withdrawal of some of the key competitors, which leads to demand override and as a consequence prices

start soaring in a free-pricing market.

1.6 Imports vs. Indigenous Production

The proposed products, including production of Specialty chemicals having high demand in the export

market. Also their demand is increasing in the domestic market. Production of these products are

domestically reduces the need to import these in future along with significant scope for export in these

products.

1.7 Domestic /Export Markets

The finished goods will be sold in domestic market and would be largely exported to the Regulated

International Market as per demand all over the world.

1.8 Employment Generation due to the project

We estimate that 28 additional persons would be required for additional production.





2.0 PROJECT DESCRIPTION

2.1 Type of Project

Proposed project is an expansion project to manufacture of Polymers falling in category 5(f) B-1 of EIA

notification 2006. The existing capacity of products 41100 TPA and after expansion having capacity of

66000 TPA

2.2 Project Location

Pidilite has a manufacturing unit at Plot No A-22/1 & A-21/2, Mahad MIDC, Raigad. Major factories

adjacent to the manufacturing unit are Ashok Alochem, Laxmi Organics and Pidilite A21 unit on East side.

The proposed site is well connected by road to Mumbai- Goa National Highway (NH 66) at distance of 1.5

Km. Nearest railway station is at Veer which is 17 km away from site. The nearest airport is Mumbai at

180 km.

`

Figure 2-1 : Satelite Image of the Site

Corner Latitude Longitude

A 18° 6'27.02"N 73°28'19.62"E

B 18° 6'29.95"N 73°28'16.69"E

C 18° 6'31.44"N 73°28'16.30"E

D 18° 6'33.72"N 73°28'16.09"E

E 18° 6'34.87"N 73°28'16.40"E

F 18° 6'36.85"N 73°28'21.00"E

G 18° 6'36.54"N 73°28'23.11"E

center 18° 6'32.59"N 73°28'18.96"E





Figure 2-2 : Mahad MIDC Map





The project site is situated in Mahad MIDC. It is a notified industrial area where the land is owned

by Maharashtra Industrial Development Corporation (MIDC) and leased to the Company. The land

is meant for industrial activity.

Land Ownership: Land is owned by Maharashtra Industrial Development Corporation (MIDC) and

leased to the Company for 99 years.

2.3 Details of alternate sites considered and the basis of selecting the proposed site

The proposal is for expansion in the existing products at same manufacturing unit using existing

infrastructure only hence consideration of alternate site is not done.

2.4 Size or Magnitude of Operation

The products manufactured and their capacities proposed are shown in below Table

Table 2-1: Existing and Proposed Production Capacity.

Proposed products for

Environmental Clearance

Proposed products quantity (MT/A)

Existing Proposed Total

Polymeric based on VAM,

Acrylate, Styrene monomers

and Adhesive based on PVA

41100 24900 66000





2.5 PROCESS DESCRIPTION:

Polymers based on Vinyl Acetate Monomer, Polyvinyl Alcohol, Styrene, Acryate Etc.

• The required quantity of Monomers is received in overhead mixing vessel/ or Reactor. Water and

Surfactants are charged and emulsion is prepared.

• Requisite quantity of surfactants, activator/catalyst are charged to the reactor.

• Monomer emulsion is then added to the reactor over a period of time maintaining moderate

temperature under atmospheric pressure.

• After the reaction , the contents are cooled , filtered and packed as product . If necessary . water

and other additives are added to the reactor prior to filtration .

• No gases are generated and vented during the process.

Process Flow Diagram:





Material Balance





Chemical reaction





2.6 Raw material required along with estimated quantity, likely source, marketing area of final

Product/s, mode of transport of raw material and finished product

Raw Materials:

The detailed raw material list for proposed products as per selected capacity is detailed below for all

reactants, solvents and support chemicals.

Source for Raw Material Procurement:

Raw Materials are easily available in the local market, from Mumbai and Gujarat.

Mode of Transport of Raw Materials: Raw Material and finished goods will be transported through

Trucks/ Tankers.

Storage at the site: Raw Materials will be stored in storage yard at the project site. Location of storage

yard is demarcated in Layout Plan.





Table 2-3: Details of Raw material Quantity

Sr.

No.

Chemicals /

Items

Unit Capacity

, MT

Consump

tions in

MT per

day

Storage Physical

State

(Solid /

Liquid /

Gas)

Max.

qty.

stored at

any

point of

time

Days of

Storage

Source

of

Supply

Means

of

Transpor

t

(By Road

/ Ship /

Air)

1 Styrene MT 46.7X2 16 Tanks Liquid 93.4

5 Local Road

2 Dibutyl Maleate MT 15.7X2 1.6 Tanks Liquid 31.4

20 Local Road

3 Dibutyl Pthalete MT 15.7 0.8 Tanks Liquid 15.7 20 Local Road

4 Diocyl Maleate MT 15.7 0.8 Tanks Liquid 15.7 20 Local Road

5 Vinyl Acetate

Monomer

MT 193 12 Tank Liquid 193 15 Local Road

6 Methyl

Methacrylate

MT 15 3.2 Tank Liquid 15 5 Local Road

7 Butyl acrylate MT 200 24 Tank Liquid 200 8 Local Tanker

8 2-Ethyl Hexyl

acrylate

MT 15 4.8 Tank Liquid 15 3 Local Tanker

9 Ethyl acrylate MT 87 8 Tank Liqid 87 10 Local Tanker

10 Polyvinyl Alcohol MT 35 4.8 Bags Solid 35 7 Local By Truck

11 Acrylonitrile MT 15 1.6 Tank Liquid 15 9 Local Tanker





2.7 Resource optimization/recycling and reuse envisaged in the project

Most energy efficient technology is selected. In proposed expansion project, domestic waste water will

be treated in proposed STP of capacity 15 CMD and this treated water will be recycle.

2.8 Availability of water its source, energy/power requirement and source

2.8.1 Water Requirement and Source

Total fresh water requirement after expansion of the project for domestic and industrial activity during

operation phase will be 323 CMD for first day and afterwards it will be reduced to 294 CMD. The water

supply is from MIDC. The details of water requirement are given in Table 2-4

Table 2-4: Details of Raw water consumption

Sr.

No. Units

Existing requirement

CMD

Proposed

CMD

Total

CMD

A Process 110 66 176

B Utilities

1 Cooling water 70 42 112

2 Boiler make up -- -- --

D Domestic 10 2 12

E Gardening 12 11 23

Total 202 121 323

Recycle water

From STP + RO 9 + 20

Net Water requirement 294

2.8.2 Power Requirement

Power requirement for project made available through State Electricity Board. Present Power sanctioned

load is 1750 KW. Additional 250 KW power will be required for proposed expansion.

12 Acrylic acid MT 50 3.2 Tank Liquid 50 16 Local Tanker

13 Methacrylic acid MT 25 2 Tank Liquid 25 25 Local Tanker





2.8.2.1 Emergency power

There are no DG sets at the site. DG power is tapped from our sister concern (Pidilite A21 site).

2.8.3 Fuel Requirement

As there are no DG and Boiler at the site, hence there is no requirement of fuel at the site.

2.9 Quantity of wastes to be generated (liquid and solid) and scheme for their

management/disposal

2.9.1 Gaseous Emissions

Details of gaseous emissions from Process and Flue gas are given in Table 2-5





Table 2-5: Details of emissions from process and flue gas

Existing Proposed

A From fuel burning:

1 Number of stacks

vents

: Nil Nil

2 Type of fuel and its

quantity (Separately

for each other)

: Steam is being supplied by own

adjacent plant located at A 21 Plot

Continue to utilize steam

from our adjacent unit

located at A 21 plot.

B From process : No gaseous emission from process.

2.9.2 Effluent

The quantity of effluent generated proposed project is given in Table 2.7

Table 2-7: Details of Effluent Generation

S. No. Units

Effluent

generation

Qty.

Existing

Effluent

generation

Qty.

Proposed

Effluent

generation

Qty.

Total

A Process 30 18 48.0

B Utilities

1 Cooling water 12.5 7.5 20.0

2 Boiler - - -

Total 42.5 25.5 68.0

C Domestic 8 1 9

Out of total effluent, 48.0 CMD effluent will be sent to CETP and 20 CMD will be reused in cooling tower

and gardening.





Water Balance:

Particulars Consumption (CMD) Loss (CMD) Effluent (CMD)

Water

Requirement Existing Proposed Total Existing Proposed Total Existing Proposed Total

Domestic

10 2 12 2 1 3 8

(To STP)

1

(To STP)

9

(To STP)

Industrial

process

110 66 176 80.0 48.0 128.0 30.0 18.0

48.0

Cooling Tower 70 42 112 57.5 34.5 92.0 12.5 7.5 20.0

Gardening 12 11 23 12 11 23 - - -

Total 202 121 323 151.5 94.5 246.0 50.5 26.5 77.0

Water

Recycled

9 +

20

48.0 to

CETP

and 20

to RO Total fresh

water

required

294





Treatment Scheme for Trade Effluent

The effluent from process washing after pre-treatment, utilities blow downs, floor washing, canteen and

other amenities are collected under gravity. Collected effluent will be pumped to equalization tank of

ETP. A screen shall be provided at the inlet of tank for removal of bigger size suspended matters.

The collected effluent in equalization tank shall be subject to air scouring for equalization and acid/alkali

dosing for neutralization. There will be two tanks for the purpose; one under equalization &

neutralization while other is under operation.

The neutralized and equalized effluent shall be pumped to primary clarifier mixer, where Poly Aluminium

Chloride solution along with Flocculent shall be added for flocculation and coagulation. Coagulated

effluent shall be passed through primary clarifier, in which solid liquid separation take place. Clear

overflowing water free of suspended particles will be sent to secondary treatment. Settled sludge in the

clarifier shall be removed periodically from the bottom for dewatering. Dewatered sludge shall be sent

for disposal in TSDF, while filtrate water shall be recycled in to the system in feed well of clarifier.

Effluent from primary clarifier shall be fed to aeration tank of secondary treatment system. The effluent

passes through Pressure Sand Filter and GAF before going to MBR (Membrane Bio- Reactor). MBR is

compact built purification system combining a biological degradation with membrane separation step.

The effluent is fed to the aerated bioreactor where organic components are oxidized by activated sludge.

Next the aqueous sludge passes through the membrane filtration unit, separating water from the sludge.

The sludge returns to the bioreactor while permeate is discharged or sent to RO. RO reject will be treated

in evaporator & the salts will be disposed to CHWTSDF.





Treatment Scheme for Domestic Wastewater

2.9.3 Details of Hazardous and Non Hazardous wastes

The types of Hazardous wastes generated from the project, method of disposal is shown in below

table below

Table 2-7: Details of Proposed Solid waste along with the Category and disposal method

Hazardous Wastes

1 Type of waste Category

No. Qty. Total Disposal

Existing Additional

1 Spent oil 5.1 400 Lit/ A 242 Lit/A 642 Lit/A

Sale to

authorized

recycler

2 Waste residue

containing oil 5.2 0.003 MT/A 0.002 MT/A 0.005 MT/A

Sale to

authorized

recycler

3

Waste/residue

(Adhesive)

&

residue including filters

23.1

600 MT/A

&

6.7 MT/A

362.4 MT/A

&

4.0 MT/A

962.4 MT/A

&

10.7 MT/A

CHWTSDF

4

Discarded

containers/barrels

&

liners used for

HW/Chemicals

33.3

1855 Nos./ A

&

4017 Nos./ A

1125 Nos./A

&

2433 Nos./A

3000 Nos./A

&

6450 Nos./A

Sale to

authorized

recycler

5

ETP Sludge and Salts

from evaporator

35.3

38.6 MT/A 24.00 MT/A 62.6 MT/A CHWTSDF

6 Spent Carbon from ETP 28.3 -- 8.00 MT/A 8.00 MT/A CHWTSDF

Non Hazardous & other Wastes

1 Type of waste Qty. Total Disposal

Existing Additional

1 Waste paper, Pallet,

Sweeping material, Etc. 5.0 MT/M -- 5.0 MT/M Sale

2 E-Waste -- 0.3 MT/A 0.3 MT/A Sale to authorized

dismantlers / Recyclers.

3 Battery waste -- 0.4 MT/A 0.4 MT/A

Returned to battery

manufacturer through

authorized dealer on buy

back procurement





2.10 Schematic representations of the feasibility drawing which give information of EIA purpose.

Project Identification

What environmental impacts are normally associated with such type of projects being

proposed?

Pre-feasibility Analysis

Is the Project feasible from an environment point of view?

Project Design

(a) What negative environmental impacts could arise if the proposed project is implemented with

proposed design?

(b) Is there alternative design with less environmental impacts?

Project Appraisal

Have all the environmental concerns associated with the project been eliminated?

Project Implementation

What environmental concerns might arise at the implementation phase of the project?

Preparation of an Environment Monitoring and Evaluation Plan

(a) What environment monitoring indicators are required to ensure that the

implementation of components of the project will be executed within environmentally

sound limits?

(b) What is required to ensure that the recommended environmental control

measures will be implemented and enforced?

(c)

(Prepare a comprehensive environment monitoring and management plan)

Post EIA Monitoring and Environment Audit

(a) Is the implementation of components of the project being executed in an

environmentally sound manner?

(b) Are all the recommended environmental control measures being implemented and

enforced?

(d) Are there any environmental impacts that were earlier not anticipated when EIA was done?

( Identify gaps and corrective action )





3.0 SITE ANALYSIS

3.1 Connectivity

• Proposed unit is planned at Plot No. A-22/1 & A-21/2, Mahad MIDC, Raigad, Maharashtra.

• The nearest city from the site is Mahad at a distance of 6.5 Km.

• The nearest railway station is Veer at 17 Km

• The nearest airport is at Mumbai at 180 km.

• Site is well connected to Mumbai Goa national highway (NH 66).

3.2 Land Form, Land use and Land ownership

The proposed land is situated in approved chemical zone of MIDC where land use is industrial. Land is

owned by MIDC and is leased for 99 years.

3.3 Topography

The industry is located at Latitude – 18° 6'32.59"N and Longitude- 73°28'18.96"E. Toposheet of the

site is shown below. The study area (10 km radius) around the project site exhibits flat terrain.

Figure 3.1: Toposheet Showing Project site and 10Km of area





3.4 Existing land use pattern (agriculture, non-agriculture, forest, water bodies (including area

under CRZ), shortest distances from the periphery of the project to periphery of the forests, national

park, wild life sanctuary, eco sensitive areas, water bodies (distance from HFL of the river), CRZ.

Proposed site falls under the Industrial MIDC. The land is reserved for Industrial use. Savitri

river at 2.2 km and Kaal River is at 2.4 Km from the project site.

3.5 Soil classification

Soil is the product of parent rocks. Climate, rainfall, humidity and vegetation affect the soil

formation in the Konkan region. The soil of the district is essentially derived from the Deccan trap

which is the predominant rock formation of the district. The main types of soil found in the district are

black soil, khar or salt soil, coastal alluvium and literate soils. The district is has course soil, medium

black soil, deep black soil and lateritic soil in 0.91 lakh hectares 1.43 lakh hectares, 0.80 lakh and 0.25

lakh hectares respectively.

3.6 Climatic data from secondary sources

The climate of Raigad district is typical hot and humid that of the west coast of India

characterized with plentiful and regular monsoon rainfall. The weather is oppressive in hot months

and highly humid throughout the year. The summer season is from March to May followed by the

south west monsoon season from June to September. The period from December to February is of

winter season. Region receives the rainfall from the south-west monsoon. The average annual rainfall

in the district is 2484.32 mm.

3.7 Social Infrastructure Availability

Key infrastructure such as hospitals, schools, bank, places of worship and social/

community facilities such as park, market, playground etc. education, health care, community

development, income distribution, employment and social welfare are available in nearby area of

Maharashtra Industrial Estate.





4.0 Planning In Brief

4.1 Planning Concept

MIDC Industrial area, provides many basic facilities like uninterrupted water supply, power and

road network & solids disposal facility if feasible. When various sites were seen, this site appeared to

be environmentally best as also from the business angle and therefore this option was finally adopted.

This site is inside the campus of the MIDC and means safe transportation, less need of Utilities, less

constructing buildings and roads, less fuel, less water with optimization of infrastructure.

4.2 Land Use Planning

Existing land is already developed and located in a designated industrial area. The total plot

area is 28744.00 sq.m.

Table 4-2: Land Use Break Up

Sr. No. Area Area in sq. m.

Existing Proposed

1 Area used for manufacturing 1364 --

2 Safety area & Tank storage 2172 --

3 Area used for storage of raw materials/products 6007 --

4 Area used for utilities (Boilers, Thermopack,

chimneys, D G sets, Cooling towers, ETP and STP) 458 --

5. Administrative Building (Including offices, security,

Excise office) 265 --

6. Roads 4580 --

7. Open area 4841 --

8. Area used for green belt development 2995 1677

9. Area provided for Parking 3200 --

10. Area for Storm water Nala 600 --

11. Recreation Area 585 --

Total plot area 28744





4.3 Assessment of Infrastructure Demand (Physical & Social)

Key infrastructure such as hospitals, schools, bank, places of worship and social/ community

facilities such as park, market, playground etc. education, health care, community development,

income distribution, employment and social welfare are available in nearby area of Maharashtra

Industrial Estate.

4.4 Amenities/Facilities

In proposed site many basic facilities like uninterrupted water supply, Power and Road

Network & solids disposal facility if feasible are available. This site is inside the campus of the MIDC

and means safe transportation, less need of utilities, less constructing buildings and roads, less fuel,

less water with optimization of infrastructure and networking with CHWSTDF (Common Hazardous

Waste Storage Treatment and Disposal facility), Taloja, in vicinity established with support of MIDC

and MPCB.

All nearby villages are provided with drinking water from wells or Government Water Supply

Schemes RWS. Hence we do not encroach upon their supply.

4.5 Population Projection

Population plays a key role in the development of the agriculture of the region. Like other districts of

Maharashtra, Raigad is essentially a district of villages. The total population of the district as per census

2001 was 2207929 of which 75.78 per cent is rural and 24.22 per cent is urban population. Out of this

population 50.63 per cent are male and 49.38 per cent are female population. There are altogether 1919

inhabited places in the district of which 1893 are villages and 26 municipal towns.

In 2011, Raigad 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.





5.0 Existing infrastructure

5.1 Industrial area

• Industrial Area (Processing area)

• Utilities

• Cooling tower

Non- Processing Area

• Administrative Cabins

• Security cabins

• Workers restroom

• Water reservoirs

• Temporary storage sites

• Works block etc.

5.2 Residential Area

There is no residential area proposed at Site.

5.3 Green Belt

The project is built on an MIDC plot with plot area of 28744.0 Sq.m and existing green belt area is

2995.sq.m. & proposed green belt area will be 1677 Sq.m. There are around 2150 nos. of plants

already planted at the site.

5.4 Social Infrastructure

The basic amenities within the study area include primary schools, dispensaries, water supply, electric

supply, public telephones, hotels, banks, post offices, petrol pumps, bus services, technical training

institute and entertainment etc.





5.5 Connectivity

• Proposed unit is planned at Plot No. A-22/1 & A-21/2, Mahad MIDC, Raigad, Maharashtra.

• The nearest city from the site is Mahad at a distance of 6.5 Km.

• The nearest railway station is Veer at 17 Km

• The nearest airport is at Mumbai at 180 km.

• Site is well connected to Mumbai Goa National Highway (NH 66).

5.6 Drinking Water Management

The source of water supply is from MIDC.

5.7 Sewage System

Domestic sewage will be treated in proposed STP of 15 CMD. Treated water will be reused for gardening.

5.8 Industrial Water Management

Effluent treatment plant of designed capacity 50.0 CMD is consisting of primary, secondary and tertiary

treatment followed by RO & evaporator. During proposed expansion ETP will be upgraded to capacity of 80

CMD for the treatment of 68.0 CMD of industrial effluent. Out of total effluent, 48.0 CMD effluent will be

sent to CETP. Presently 12 CMD of effluent is reused and after proposed expansion 20 CMD will be reused

in cooling tower and gardening after treatment in RO.

5.9 Solid Waste Management

Hazardous solid waste generated from the process and from ETP will be collected, stored, transported

and sent to MWML, Taloja as per Hazardous waste (Management, Handling and Transboundry

Movement) Rules 2008.

5.10 Power Requirement & Supply / source

The present connected load is 1750 KW. Additional 250 KW power is required for proposed expansion.

.





6.0 Rehabilitation and Resettlement (R & R) Plan

6.1 Policy to be adopted (Central/State) in respect of the project affected persons including home

oustees, land oustees and landless.

This project does not require acquisition of land and the infrastructure. Hence, there is no any kind of

activity of Rehabilitation and resettlement carried out over it.





7.0 PROJECT SCHEDULE & COST ESTIMATES

7.1 Likely date of start of construction and likely date of completion

The expansion activity is likely to start after getting Environmental Clearance and NOC/CTE from

the authorized committee.

7.2 Estimated project cost along with analysis in terms of economic viability of the project

• The total investment envisaged is Rs. 83.31 with the break-up as given below Table 7-3

Table 7-3: Cost Break-Up

Sr. No.

Particulars (Cost in Cr.)

Existing Proposed Total

1 Land 0.59 0 0.59

2 Building & Premises 11.68 4.03 15.71

3 Plant and Machinery & Equipment

52.89 11.45 64.35

4 Furniture and Fixtures 1.33 0 1.33

5 Environmental Management Included in Equipments

1.15 1.15

6 Vehicles/Misc 0.19 0 0.19

Total Cost 66.68 16.63 83.31

7.3 Economic Viability

The project has been conceived assuming that there will be a growth in demand for the proposed

products, leading to a reasonable rate of return in the medium term. The project is considered

‘bankable’.





8.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

• Proposed expansion activity will provide benefits to the local people in terms of financial and

social welfare.

• Some of the product will be exported, which will fetch foreign exchange to the Nation.

• Local people will get direct financial benefit by way of employment.

• Local people will get some contract of supply and services to get indirect income.

• Company will contribute in improving education and health facilities in nearby area.

• As the company is observing treatment of all emissions as per norm, No impact on the

environment after all mitigation measures.





Annexure –I

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