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Modernization with change in product mix Deepak Nitrite Ltd -Taloja Unit

PFR for M/s.Deepak Nitrite .Ltd. Taloja

Prepared by Goldfinch Engineering Systems Pvt. Ltd.

DEEPAK NITRITE LTD.

PFR for Environmental Clearance (EC) of proposed modernization with change in

product mix at existing unit at Plot No.: K – 9 & K - 10, MIDC Taloja, Raigad-

410208, Maharashtra

© Goldfinch Environmental Engineering Systems Private Limited (‘Goldfinch’), December 2016

This report is released for the use of the M/s Deepak Nitrite Ltd. (DNL). Regulators and relevant

stakeholders solely as part of the subject EC of Proposed modernization with change in product

mix at existing manufacturing facility located at plot No- K – 9& K - 10, MIDC Taloja, Raigad.-

410208, 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/DNL.

QUALITY CONTROL

Name of

Publication

Deepak Nitrite Ltd Proposed modernization project of Manufacturing

Synthetic organic chemicals and allied products at Plot No-K – 9&K - 10,

MIDC Taloja,Raigad.-410208, Maharashtra

Project Number Report No. 1 Version 1 Released December, 2016

Prepared By Mr. Kamlesh Bagul & Mr. Rakesh Suryawanshi

Reviewed By Mr. K. N. Sharma

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 DNL 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 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

EXECUTIVE SUMMARY ............................................................................. 5

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

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

1.2 Introduction of the Project Proponent ................................................................................................... 7

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

1.5 Demands-Supply Gap .............................................................................................................................. 8

1.6 Imports vs. Indigenous Production ............................................................................................................... 8

1.7 Domestic /Export Markets ............................................................................................................................ 8

1.8Employment Generation due to the project ................................................................................................. 8

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

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

2.2 ProjectLocation ....................................................................................................................................... 9

2.3 Details of alternate sites considered and the basis of selecting the proposed site ............................. 10

2.4 Size or Magnitude of Operation ......................................................................................................... 10

2.5 Process Description ........................................................................................................................................ 12

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. .............................................................. 28

2.7 Resource optimization/recycling and reuse envisaged in the project ........................................................ 30

2.8 Availability of water its source, energy/power requirement and source ............................................. 30

2.8.1 Water Requirement and Source .................................................................................................. 30

2.8.2 Power Requirement .................................................................................................................... 30

2.8.2.1 Emergency power ........................................................................................................................ 30

2.8.2.2 Utility Existing .................................................................................................................................. 30

2.9 Quantity of wastes to be generated (liquid and solid) and scheme for their management/disposal .. 31

2.9.1 Gaseous Emissions ........................................................................................................................ 31

2.9.2 Effluent ............................................................................................................................................... 32

2.9.3 Details of Hazardous wastes .......................................................................................................... 33

2.10 Schematic representations of the feasibility drawing which give information of EIA purpose. .......... 35




3.0 SITE ANALYSIS ............................................................................. 36

3.1 Connectivity .......................................................................................................................................... 36

3.2Land Form, Land use and Land ownership .................................................................................................. 36

3.3 Topography ........................................................................................................................................... 36

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. ................ 38

3.5 Soil classification ......................................................................................................................................... 38

3.6 Climatic data from secondary sources .................................................................................................. 38

3.7 Social Infrastructure Availability .......................................................................................................... 38

4.0 Planning In Brief ........................................................................... 39

4.1 Planning Concept ................................................................................................................................. 39

4.2 Land Use Planning ................................................................................................................................. 39

4.3 Assessment of Infrastructure Demand (Physical & Social) ................................................................... 39

4.4 Amenities/Facilities ............................................................................................................................... 40

4.5 Population Projection ........................................................................................................................... 40

5.0 Existing infrastructure ................................................................. 41

5.1 Industrial area ............................................................................................................................................. 41

5.2 Residential Area .................................................................................................................................... 41

5.3 Green Belt ............................................................................................................................................ 41

5.4 Social Infrastructure ............................................................................................................................. 41

5.6 Drinking Water Management ............................................................................................................... 42

5.7 Sewage System ..................................................................................................................................... 42

5.8 Industrial Water Management ............................................................................................................. 42

5.9 Solid Waste Management ..................................................................................................................... 42

5.10 Power Requirement & Supply / source .................................................................................................... 42

6.0 Rehabilitationand Resettlement (R & R) Plan ............................. 42

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

oustees, land oustees and landless. ................................................................................................................. 42




7.0 PROJECT SCHEDULE & COST ESTIMATES .................................... 42

7.1 Likely date of start of construction and likely date of completion ....................................................... 42

The modernization/product mix activity is likely to start after getting Environmental Clearance and

NOC/CTE from the authorized committee. .......................................................................................................... 42

7.2 Estimated project cost along with analysis in terms of economic viability of the project .................. 42

Economic Viability ............................................................................................................................................. 42

8.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) ............... 43




EXECUTIVESUMMARY

Deepak Nitrite is a leading supplier of organic, inorganic and fine chemicals to global chemical

majors. The Deepak Nitrite Ltd. (DNL) is a multi-division and multi-product company with

manufacturing facilities at Nandesari and Dahej in Gujarat, Roha and Taloja in Maharashtra, and

at Hyderabad in Andhra Pradesh.

Deepak Nitrite aggressively works towards adopting the principles of responsible chemistry and

stands among 18 Indian companies to be accredited with Responsible Care certification - towards

global environment, safety and health management.

The proposed products covered under application shall save $ 5 million foreign exchange for the

country since they are import substitutes and besides which some of them will generate $10

million of exchange for our country through their export. Needless to say that these initiatives

shall be our contribution to Make in India movement and shall generate additional profits for the

company and revenue for the states.

DNL proposed modernization project with change in product mix of manufacturing of synthetic

organic chemicals and allied products at existing manufacturing unit at Plot No. K - 9 & K - 10,

MIDC Taloja, Raigad.-410208, 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

2. Longitude 73. 13836 N

3. Latitude 19. 07091 E

4. Production Capacity after product mix 1440 MT/M of products, and 60 MT/M of By-

products

5. Total Plot Area /Built up area 13109.00 sq. m./ 6267 sq. m

6. Green Belt Area 1148sq. m.

7. Fresh Water Requirement 319CMD

8. Effluent Quantity (Trade + Domestic) 75 CMD + 02 CMD = 77CMD

9. Trade Effluent Treatment

75 CMD effluents are presently treated in ETP

of capacity 90 CMD. It is consists of primary,

secondary and tertiary treatment. Treated

water will be discharged to CETP Taloja for

final disposal into sea.

10. Domestic Waste water Treatment 02 CMD domestic waste will be treat in

combined effluent treatment plant.

11. Fuel requirement at full load 1. Boiler: 5 TPH X 1 no and 4 TPH X 1 no




Sr. No Parameters Description

2. Thermopack 2 lac Kcal/hr X 1no

For Boiler & Thermopack required 220

Kg/hr (Type Fuel: Furnace Oil)

3. D G set = 750 KVA X 1 no

Fuel Required = 450Lit./Month(Type

Fuel: HSD)

12. Power Requirement Existing : 1228 KW, Proposed : Not required

13. Dispersion of emission for Boiler and

Thermopack

Stack Height:32 m common stack for (4

TPH) boiler and thermopack, For 5 TPH boiler

stack height is 32 m

14. Dispersion of emission DG Sets, Stack Height : 4.5m above enclosure [Total

Height-17.5m]

15. Work Force 145no.

16. Total Capital Cost the project (Cr) Rs 41.24Cr.

1.0 INTRODUCTION OF THE PROJECT

1.1 Introduction of the Project

Deepak Nitrite Ltd.(Hereafter being referred as DNL for brevity in this text) intends to

modernize/product mix of existing projects in the category of synthetic organic chemicals and

allied products.

The existing manufacturing unit is in Taloja MIDC; which is approved chemical manufacturing

zone of MIDC. DNLis located at plot no- K - 9&K - 10. Existing manufacturing capacity of the unit

is 1500 MT/M. With this change in product mix the total quantities of products and by-products

will becomes 1440 MT/M and 60 MT/M respectively .

As per the EIA Notification S.O. 1533 dated 14thSeptember 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 B.




1.2 Introduction of the Project Proponent

Table No 1.1 List of Directors and their designations

Sr.No. Name Designation

1 Mr. C.K. Mehta, Chairman-Emeritus

2 Mr. Deepak C. Mehta Chairman & Managing Director

3 Mr. Ajay C. Mehta Managing Director

4 Mr. Umesh Asaikar CEO & Executive Director

5 Mr. Maulik Mehta Whole-Time Director

1.3 Brief description of nature of the project

Existing manufacturing capacity of the unit is 1500 MT/M. With this change in product mix the

total quantities of products and by-products will becomes 1440 MT/M and 60 MT/M respectively .

DNL have included all these products in four groups like Nitration/Hydrogenation based products,

Amine based products, Speciality products and Synthetic organic chemicals.

However, we have added new by-products 2 - ABTF and 4ABTF(Qty.-60 MT/M which is generated

from the new product 3 Amino BTF)

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

A global supplier of choice DNL build enduring relationships with leading chemical majors offering

a spectrum of ingredients used for multiple applications and in multiple geographies.Capabilities

include manufacturing of high-value synthetic organic chemicals and allied products either based

on our own end products or developed especially for users.

The proposed products covered under application shall save $ 5 million foreign exchange for the

country since they are import substitutes and besides which some of them will generate $10

million of exchange for our country through their export. Needless to say that these initiatives

shall be our contribution to Make in India movement and shall generate additional profits for the

company and revenue for the states.

Trusted supplier for leading global companies across more than 20 countries. DNL is a global

supplier of varieties of chemical Intermediates which are used in Agrochemicals, Pharmaceuticals

and other chemical industries. These products will serve to cut the supply of imports from

foreign countries thus saving currency and at the same time will earn valuable foreign currency

by export of the proposed products




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.

1.6Imports vs. Indigenous Production

The proposed products including production of speciality chemicals having high in 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

Existing employees are 145no and are sufficient.




2.0 PROJECT DESCRIPTION

2.1 Type of Project

Proposed project is modernization/product mix of existing products in the category of synthetic

organic chemicals and allied projects in existing manufacturing facility located at MIDC Taloja. It

is included in category 5(f) B of EIA notification 2006.

2.2 Project Location

Existing manufacturing unit is located at Plot No. K – 9&K - 10, MIDC Taloja, Raigad.-410208,

State-Maharashtra. Major factories adjacent to the manufacturing unit are Deepak fertilizer

located on west side and open land on south side, snow-white fisheries is located on east side&

Bharat electronics on north side. The site is well connected by road to Mumbai Pune National

Highway at 14 Km. The nearest railway station is Taloja10 km. The nearest airport is at Mumbai

45 km and Pune at 125 km.

Figure 1 Google image of the site




The project site is situated in MIDC Taloja. 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.The detail plant lay out is attched as Annexure-I

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 modernization/product mix of existing products in the same manufacturing

unit using existing infrastructure only hence consideration of alternate site is not required.

2.4 Size or Magnitude of Operation

The products manufactured and their capacities proposed are shown in below

Table 2.1. Size/Magnitude of Existing Production Capacity

Sr No Name of the products Quantity (MT/Months)

1.

Aromatic Amines Like:

Toulidines (Ortho, Meta, Para) Xylidines, O-anisidne,

Cumidines (Ortho, Para) Phynelene, Di-amine (Ortho, Para) Chloro Aniline Meta (Ortho, Para)

Dimethyl Amino Benzoic Acid, Dimethyl Cyclohexanone

1500

Table 2.2. Size/Magnitude of Proposed Production & By-product

List of Products

Sr No Name of the products Quantity (MT/Months)

1. Toulidines (Ortho, Meta, Para) 150

2. Xylidines(2,3/2,4/2,5/2,6/3,5)OR Xylidiene

Derivatives as Xylenols(2,3/2,4/2,5/2,6) 295

3. Cumidines (Ortho, Para) 270

4. PhyneleneDi-amine (Ortho, Para) 50




5. Dimethyl Cyclohexanone(DMCH) 425

6. 3 Amino Benzo Trifluoride (3-ABTF) 150

7. Benzhydrol OR

100 8. Cyclohexenylethylamine (CHEA) OR

9. Homoveratrylamine (HVA) OR

10. 4-(2-Methoxyethyl) Phenol.(4 MEP)

Total 1440

List of Proposed By-Products

Sr No Name of the products Quantity (T/Months)

1. 2 Aminobenzotrifluroirde(2ABTF) 24

2. 4 Aminobenzotrifluroirde(4ABTF) 36

Total 60




2.5 PROCESS DESCRIPTION

1. Toulidines (Ortho, Meta, Para)

Chemical Reaction:-

Process Description:-




2. Xylidines, O-anisidne

Chemical Reaction:-





3. Cumidines (Ortho, Para)

Chemical Reaction:-




4. Phynelene, Di-amine (Ortho, Para)

Chemical Reaction:-





5. Dimethyl Cyclohexanone

Chemical Reaction:-




6. 3 Amino Benzo Trifluoride (3-ABTF)

Chemical Reaction:-





7. Benzhydrol

Chemical Reaction:-





8. Cyclohexenylethylamine (CHEA)

Chemical Reaction:-





9. Homoveratrylamine (HVA)

Chemical Reaction:-





10. 4-(2-Methoxyethyl) Phenol

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 product mixed 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. Part of the raw

materials are generated In-house and used internally and some raw material will be imported Viz.

Mode of Transport of Raw Materials:

Raw Materials will be transported through Trucks/ Tankers from suppliers factories or traders go-

downs. Those which are in house will be transported through internal pipelines as per the

requirements.

Storage at the site:

Raw Materials are stored in storage yard at the project site. Location of storage yard is

demarcated in Layout Plan.

Table 2-2: List of Raw material

Sr No Raw Materials

1 Nitro Toluene ( OT/PT/MT)

2 Nitro Xylene ( 2,3/2,4/2,5/2,6/3,5)

3 Nitro Cumene (PC/OC)

4 Para Aminoazobenzene

5 2,6 Xylenol

6 3- Nitro Amino Benzo Trifluoride & 4- Nitro Amino Benzo Trifluoride

7 Benzophenone, Methanol, TEA

8 1-Cyclohexenacton, 8%Ammonia solution, methanol

9 3,4 Dimethoxyphenyl Acetonitrile. Ammonia, Methanol

10 Methyl Ethyl amino benzene, Methanol,

11 Hydrogen




2.7Resource optimization/recycling and reuse envisaged in the project

To conserve the water, various recycle/ reuse schemes will be implemented. Most energy efficient

technology is selected.

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

2.8.1 Water Requirement and Source

Fresh water requirement of the project for domestic and industrial activity during operation phase

will be same as existing, which is 319 CMD. The existing source of water supply is from MIDC. The

details of water requirement are given below

Table 2-3: Details of Raw water consumption

S. No. Units Raw Water Qty.(KLD)

1 Domestic 9.0

2 Industrial Process 54.0

3 Cooling tower & Boiler 254.0

4 Gardening 2.0

Total 319.0

2.8.2 Power Requirement

Existing power requirement is 1228 KW and is sufficient for product mix. No extra power is

required. Source is State Electricity Board.

2.8.2.1 Emergency power

Existing 1 no. of D. G. set having capacities 750KVA (1 no) are sufficient to meet emergency power

requirement.

2.8.2.2 Utility Existing

Sr No Item Quantity Capacity Type Fuel Quantity

1 Boiler -1 1 5 TPH

Furnace Oil 220 Kg/hr

2 Boiler -2 1 4 TPH

3 Thermopack 1 2 Lac Kcal

4 D G Set 1 750 (1 nos.) HSD 450 lit/month




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 2-4

Table 2-4: Details of emissions from process and flue gas

Sr. No. Pollutant Source of

Emission

Concentration

in flue gas

1. SO2 Boiler(FO)

Thermopack (FO) < 475 kg/d

Details of stack are given in Table 2-5.

Table 2-5: Details stacks along with their mitigation methods

Attached to Boiler TPH Boiler TPH Thermopack

Lacs Kcal/hrs. DG KVA

Capacity 5 4 2 750 KVA

Fuel type FO HSD

Fuel qty. kg/hr 220 450 Lit/M

MOC MS MS

Shape Round Round

Height m (above ground level)

32 32 17.5




2.9.2Effluent Generation:

The quantity of effluent generated proposed project is given in Table 2.6

Table 2-6: Details of Effluent Generation

S. No. Units Effluent generation

(CMD)

A Process 48

B Utilities 27

Trade effluent Total 75

C Domestic 02

Maximum effluent generation from the proposed product mix will be 75 LKD and will be treated in

existing ETP of capacity 90CMD. Domestic effluent will be treated in combinedETP.

Existing treatment Scheme for Trade Effluent

Primary Treatment

The system is designed to treat 90 CMD of waste water. Wastewaters from different streams

of process along with wastewater from cooling tower, boiler blow down etc. will be collected

in the Equalization Tank and air stripped. This effluent will be then be pumped to the Flash

Mixer where it is dosed with alum for coagulation. Flash Mixer is followed by a flocculator where

poly will be dosed for bigger flock formation. This effluent is overflowed into the settling tank

where the solids will be settled down and removed.

Secondary (Aerobic) Treatment:

The system will be designed to treat 90 CMD waste water. The neutralized effluent will enter

the bioreactor @ 3.75m3 / hr. In the bio reactor, dissolved organic material is degraded by the

micro–organisms present in the bio reactor. Oxygen required for the oxidation of organic matter

will be provided by means of proposed diffuser aeration system which will mix the contents of

the bioreactor also. The mixed liquor will overflow into Secondary Settling Tank (SST).

In the secondary settling tank, solid-liquid separation takes place and solids i.e. biomass will

settle at the bottom of the tank. Settled biomass will be recycled to the bio reactor for

maintaining the MLVSS concentration by using proposed sludge recycle pumps and excess

biomass will be wasted periodically to the sludge sump.

Tertiary Treatment:

The system will be designed to treat 90 CMD of waste water. The clear effluent from the

intermediate sump will be pumped by tertiary Feed pumps through the pressure sand filter




(PSF) & activated carbon filters. The final treated effluent will be Collection in the final

Collection tank from where it will be discharge to proposed upgraded CETP.

Sludge Handling:

Primary sludge, excess biomass from the secondary treatment and backwash water from PSF

will be collected in the sludge sump. From the sludge sump the sludge will be pumped to the

decanter for dewatering. The solid cake from the decanter will be sent for disposal to Hazardous

waste disposal site. The filtrate from the Filter press will be drained to the collection tank.

Table 2-6: Design details and Performance Projection of ETP.

S.No. Parameters Unit Inlet Effluent

Characteristics

Outlet Effluent

Characteristics

Effluent

discharge

standards

(MPCB)

1 Design Quantity m3/day 90 90 --

2 pH ---- 7-8 6-7 6.5 -8.5

3 BOD3 270C mg/L 1500-1750 25-30 <100

4 COD mg/L 4000-5000 100-200 <250

5 TSS mg/L 50-75 25-50 <100

6 TDS mg/L 500-600 500-600 <2100

7 Oil & Grease mg/L 15 – 20 5-8 <10

Treatment Scheme for Domestic Wastewater

The sewage generated due to domestic activities will be treated in combined effluent treatment

plant.

2.9.3 Details of 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 Hazardous Solid waste along with the Category and disposal method

S.

No.

Waste

Name Catego

ry

Quantity TPA Form

(Sludge/dr

y/ slurry)

Disposal Method Existing Proposed Total

Hazardous Waste

1 Spent Lube

oil 5.1 21.0 0.0 21.0 Slurry Sale to Authorized recycler

2 Distillation

residue 20.3 70.0 0.0 70.0 Slurry Disposal to MWML

3 Spent

Chemicals 20.1 5.0 0.0 5.0 Slurry Disposal to MWML

4 ETP Sludge 34.3 4.0 0.0 4.0 Sludge Disposal to MWML

5

Flue gas

cleaning

residue

34.1 8.0 0.0 8.0 Dry Disposal to MWML

Non- Hazardous Waste

Sr No Waste Name Unit Existing Proposed Total Disposal

Method

1 Waste Rubber Hand Gloves

Kg/annum -- 100 100

Sale to authorised

recycler

2 Waste Packaging

Material Kg/annum -- 300 300

Sale to authorised

recycler




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?

(a) 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

This unit is at Plot No. K – 9 & K - 10, MIDC Taloja, Raigad.-410208, Maharashtra.

The nearest city from the site is Panvel at a distance of 18.0 Km

The nearest railway station is Taloja at a distance of10.0 Km from the site

The nearest airport is at Mumbai 45 km.

National Highway Mumbai Pune express highway is at 14 Km from project side.

3.2Land 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 proposed industry is located at Latitude - 19. 07091 N and Longitude - 73.13836 E. Elevation

above mean sea level is: 12 m. Toposheet of the site is shown below. The study area (10 km

radius) around the project site exhibits flat terrain in the east and relatively elevated terrain in

the west side.




Figure 3.1: Toposheet Showing Project site




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.

3.5 Soil classification

There is sandy loam to clay in texture, yellowish in colour and under laid with murum derived

from the basic rock basalt.

3.6 Climatic data from secondary sources

The climate, if proposed area is characterized by hot summer and general dryness throughout

the year except the south west monsoon season. The year may be divided into three seasons.

The winter or cold season is from December to February, summer or hot season from March to

May. The south west monsoon season is from June to September, while October and

November constitute the post monsoon season. The annual average rainfall of the area is 3267

mm, month of May is the generally the hottest month of the year with average temperature in

between 32 to 370 C. In cold season the area is sometimes affected by the cold waves over

north India and the minimum temperature may drop to 14 to 170 C. The air is generally dry

except during the south west monsoon season, when the relative humidity is high.

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, Taloja 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 converted for industrial purpose. The land is located in a designated industrial

area. No change in land use

Table 4-1: Land Use Break Up

S.No Particular Area in

Sq.m

1 Admin building 500

2 Process plant, H2 trolley 1694

3 Fire, Raw water & rear

security cabin 459

4 Raw materials & ETP 602

5 Parking 89

6 New & Old tank 1464

7 Utility 900

8 Green belt 1148

9 Open area including internal

roads 6253

Total 13109

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), MWML, 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

Panvel city has a population of 34,345 as per census 2011. It has more than 7,563 households of

Maratha, Muslim, Buddhist, and also includes SC, ST, OBC and open categories community. The

village has basically an agrarian economy and industrial workers and farming is the main

occupation of the villagers. The local self-Government vests with a Grampanchayat having an

elected body of headed by a Sarpanch.

Population growth is being increased at alarming rate with their basic requirements. Amongst,

Medicine is one of the basic need, which is very essential for everyone to live happy life. So to

fulfil their future basic need of Medicine for social community there is a necessity to promote R &

D Centre in each industrial sector. There will be in ratio of population increase in similar way their

need also increases so to fulfil their needs we are going to set up a proposed unit which again

generates employment.




5.0 Existing infrastructure

5.1 Industrial area

Industrial Area (Processing area)

Utilities

Cooling towers

HSD unloading/storage area

Boilers

DM water plant

Cooling towers

Hydrogen trolley area

Non- Processing Area

Weighbridge

Administrative Buildings

Security cabins

Workers restroom

Vehicle Shed

Water reservoirs

Temporary storage sites

Works block etc.

For proposed product mix existing infrastructure will be utilized and is sufficient for the

proposed activity

5.2 Residential Area

There is no any residential area has been proposed.

5.3 Green Belt

The project is built on an MIDC plot with plot area of13109sq. m. and green belt area -1148sq.

m. Green belt will be developed at proposed project site and details will be provided in EIA

report.

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.




5.6 Drinking Water Management

The source of water supply is from MIDC Taloja.

5.7 Sewage System

The domestic effluent will be treated in combined effluent treatment plant.

5.8 Industrial Water Management

Trade effluent will be treat in existing ETP and treated effluent after meeting the MPCB norms for

discharge will be sent to CETP for final disposal.

5.9 Solid Waste Management

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

Transboundry Movement) Rules 2008.

5.10 Power Requirement& Supply / source

The Total Power required for the proposed project is 1228 KW.

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.

Proposed activity will be at existing manufacturing unit located at MIDC area. Hence, there is no

any kind of activity of Rehabilitationand 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 modernization/product mix 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. 41.24 Crore.

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 product mix activity will provide benefits to the local people in terms of

financial and social welfare.

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

The proposed products covered under application shall save $ 5 million foreign exchange

for the country since they are import substitutes and besides which some of them will

generate $10 million of exchange for our country through their export. Needless to say that

these initiatives shall be our contribution to make in India movement and shall generate

additional profits for the company and revenue for the states.

Annexure –I

Plant Lay out

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