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2019 PRE-FEASIBILITY REPORT FOR EXPANSION OF TECHNICAL GRADE PESTICIDES PLANT AT PLOT NO. C-6,7 &8 , UPSIDC INDUSTRIAL AREA, PHASE-2, GAJRAULA, J P NAGAR, UTTAR PRADESH Project Proponent M/s Best Crop Science LLP Submitted to Ministry of Environment, Forest& Climate Change New Delhi

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Page 1: PRE-FEASIBILITY REPORT FOR EXPANSION OF TECHNICAL … · 1.6 Air emission & Management All the vents from reactors, vessels, filters and spot ventilation ducts are collected and sent

2019

PRE-FEASIBILITY REPORT

FOR EXPANSION OF TECHNICAL GRADE PESTICIDES PLANT

AT

PLOT NO. C-6,7 &8 , UPSIDC INDUSTRIAL AREA, PHASE-2,

GAJRAULA, J P NAGAR, UTTAR PRADESH

Project Proponent

M/s Best Crop Science LLP

Submitted to Ministry of Environment, Forest& Climate Change

New Delhi

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1 EXECUTIVE SUMMARY ..................................................................................................... 4

1.1 PLANT LOCATION AND AREA CLASSIFICATION ...................................................................... 5

1.2 GREEN BELT .......................................................................................................................... 5

1.3 WATER REQUIREMENT .......................................................................................................... 5

1.4 POWER REQUIREMENT & SUPPLY/ SOURCE ............................................................................ 5

1.5 EFFLUENT MANAGEMENT ..................................................................................................... 5

1.6 AIR EMISSION & MANAGEMENT ........................................................................................... 7

1.7 SOLID & HAZARDOUS WASTE MANAGEMENT ........................................................................ 8

2 INTRODUCTION ................................................................................................................. 10

2.1 IDENTIFICATION OF PROJECT & PROJECT PROPONENT ........................................................ 11

2.2 NATURE OF PROJECT ........................................................................................................... 11

2.3 DEMAND/SUPPLY GAP: ....................................................................................................... 11

2.4 NEED FOR THE PROJECT AND ITS IMPORTANCE TO REGION .................................................. 12

2.5 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT ....................... 12

3 PROJECT DESCRIPTION .................................................................................................. 15

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY ....... 15

3.2 LOCATION (SPECIFIC LOCATION AND PROJECT BOUNDARY & PROJECT LAY OUT) WITH

COORDINATES .............................................................................................................................. 15

3.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE

PROPOSED SITE, PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS GONE INTO SHOULD

BE HIGHLIGHTED .......................................................................................................................... 16

3.4 SIZE OR MAGNITUDE OF OPERATION .................................................................................. 16

3.5 RAW MATERIAL REQUIRED ALONG WITH ESTIMATED QUANTITY, LIKELY SOURCE,

MARKETING AREA OF FINAL PRODUCTS, MODE OF TRANSPORT OF RAW MATERIAL AND

FINISHED PRODUCT. ..................................................................................................................... 21

3.6 RESOURCE OPTIMIZATION/RECYCLING AND REUSE ENVISAGED IN THE PROJECT, IF ANY,

SHOULD BE BRIEFLY OUTLINED. ................................................................................................... 27

3.7 TRANSPORTATION DETAILS OF RAW MATERIALS ............................................................... 27

3.8 AVAILABILITY OF WATER ITS SOURCE, ENERGY/POWER REQUIREMENT AND SOURCE

SHOULD BE GIVEN ........................................................................................................................ 28

3.8.1 Water Source .............................................................................................................. 28

3.8.2 Electricity & Fuel Requirements ............................................................................... 28

3.9 QUANTITY OF WASTE TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR

MANAGEMENT /DISPOSAL ............................................................................................................ 28

3.9.1 Waste Water generation & Management plan........................................................... 28

3.9.2 Solid & Hazardous waste generation & Management plan ...................................... 28

4 SITE ANALYSIS ................................................................................................................... 30

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4.1 CONNECTIVITY ................................................................................................................... 30

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP ................................................................ 30

4.3 TOPOGRAPHY (ALONG WITH MAP). ..................................................................................... 31

4.4 EXISTING LAND USE PATTERN ............................................................................................. 32

4.5 EXISTING INFRASTRUCTURE ............................................................................................... 32

4.6 SOIL CLASSIFICATION SOIL INVESTIGATION WILL BE DONE DURING CONSTRUCTION OF

THE PROPOSED TECHNICAL UNIT OF PESTICIDE ............................................................................. 33

4.7 CLIMATIC DATA FROM SECONDARY SOURCES ..................................................................... 33

5 PLANNING BRIEF ............................................................................................................... 35

5.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION ETC) TOWN

AND COUNTRY PLANNING/DEVELOPMENT AUTHORITY CLASSIFICATION..................................... 35

5.2 POPULATION PROJECTION ................................................................................................... 35

5.3 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL) ................................. 35

5.4 AMENITIES/FACILITIES ....................................................................................................... 35

6 PROPOSED INFRASTRUCTURE ..................................................................................... 36

6.1 INDUSTRIAL AREA (PROCESSING AREA) .............................................................................. 36

6.2 RESIDENTIAL AREA (NON-PROCESSING AREA) .................................................................... 36

6.3 GREEN BELT ........................................................................................................................ 36

6.4 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER) ...................................... 36

6.5 SEWAGE SYSTEM ................................................................................................................. 36

6.6 INDUSTRIAL WASTE MANAGEMENT ..................................................................................... 36

6.7 POWER REQUIREMENT & SUPPLY/ SOURCE .......................................................................... 36

7 REHABILITATION AND RESETTLEMENTS (R& R) PLAN ...................................... 37

7.1 POLICY TO BE ADOPTED (CENTRAL/STATE) IN RESPECT OF THE PROJECT AFFECTED

PERSONS INCLUDING HOME OUSTEES, LAND OUSTEES AND LANDLESS LABOURERS (A BRIEF

OUTLINE TO BE GIVEN) ................................................................................................................. 37

8 PROJECT SCHEDULE AND COST ESTIMATE ............................................................ 38

8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATA OF COMPLETION (TIME

SCHEDULE FOR THE PROJECT TO BE GIVEN) .................................................................................. 38

8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY

OF THE PROJECT. .......................................................................................................................... 38

9 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) .................................... 39

9.1 FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE BENEFIT TO BE

LOCAL PEOPLE INCLUDING TRIBAL POPULATION, IF ANY, IN THE AREA. ....................................... 39

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1 EXECUTIVE SUMMARY

M/s Best Crop Science LLP has purchased a non operational Formulation and R& D

Technical Pesticides Plant located at Plot No. C-6, 7 & 8 UPSIDC Industrial Area, Phase-2,

Gajraula, J P Nagar, Uttar Pradesh. Best Crop Science LLP is proposing an expansion of a

Technical grade Pesticides manufacturing Facilities at the above mentioned site.

Existing Capacity: 4800 MTPA technical grade pesticide.

Proposed Capacity: 25000 MTPA (In Phase wise)

As per EIA Notification dated 14.09.2006 and as amended till date, the project falls in

Category ‘A’, S. No. - 5(b).

Table 1: Project at a Glance

1. Name of the Industry M/s Best Crop Science LLP

2. Products to be manufactured&

Capacity

Existing Capacity-4,800 MTPA

Proposed Capacity -25000 MTPA

3. Total Plot Area 54,891.39 m2

4. Water Requirement Total water requirement- 397 KLD

Existing Freshwater requirement - 97 KLD

Proposed Freshwater requirement- 300 KLD

Source : Ground water

5. Power Requirement Existing :1000 KVA

Proposed: 4000 KVA

Source: Uttar Pradesh Power Corporation

Ltd.

Proposed 2DG Sets, 380 +380 KVA

6. Manpower Requirement Existing – 55

Proposed- 200

7. Project cost including Environmental

controlling equipment

Rs.100 crores

M/s Best Crop Science LLP (BCSLLP) is a well-known and leading organization engaged in

business of agrochemicals. The Plant is located at Plot No. C-6, 7 & 8, UPSIDC Industrial

Area, Phase-2, Gajraula, J P Nagar, Uttar Pradesh. BCSLLP is proposing an expansion of the

project from 4800 TPA to 25000 TPA. This expansion of the project will be carried out in

three phases. The production in Phase I will be 3586 TPA, in Phase II production will be of

10707 TPA and in Phase III production will be of 10707 TPA.

The Products manufactured will be Herbicide, Fungicide, Insecticide, Plant growth

Regulators, R& D Products and intermediates. The existing and proposed production capacity

of the project are given in Table 1.

Table 1: Existing and proposed expansion of the project*

Existing Expansion TOTAL

4800 TPA 25000 TPA 29800 TPA

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Herbicide 1100 4600 5700

Fungicide 2500 10600 13100

Insecticide 900 3800 4700

PGR 100 250 350

R & D 200 750 950

Intermediate - 5000 5000

*List of Individual Products are enclosed as Annexure

1.1 Plant location and area classification

The proposed project is located in UPSIDC Industrial area, Gajraula and which was

operational much before 2006. Total plot area is 54,891.39 m2. The expansion of the

Project will be done at the existing plant location so no additional land is required.

1.2 Green belt

34 % i.e. 18663.0726 sqm Green belt is allocated for the greenbelt which already

maintained in the vacant and non operational area of the plant .

1.3 Water requirement

Existing fresh water requirement for the plant is 97 KLD. The proposed water

requirement for the plant is 300 KLD. The source of water for the proposed project will

be meeting through groundwater.

Existing fresh water – 97 KLD

Proposed Expansion – 300 KLD

1.4 Power requirement & supply/ source

Existing power requirement for the plant is 1000 KVA and the proposed power

requirement is 4000 KVA which will be sourced from UPPCL.

For the power backup of 2 DG set of 380 KVA each is set to be installed.

1.5 Effluent Management

Wastewater will be segregated into two streams as High TDS / High COD (HTDS) and Low TDS / Low COD (LTDS). The HTDS Effluent stream after neutralization, filtration will be sent to Multi Effect Evaporator (MEE). The distillate water will be treated in ETP along with LTDS effluent. The concentrate will be sent to ATFD for drying. The dried salt will be sent to approved TSDF for final disposal. The ETP treated effluent will be passed through RO for recovery of water for recycling. The RO reject will be send to MEE. No process effluent will be discharged outside the plant premises. The provision of stripper for recovery of solvent (VOC) from HTDS effluent before MEE and inorganic hazardous residues will be sent to TSDF

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The industrial waste water generated will be treated in the Effluent Treatment Plant (ETP) /

MEE. Treated water) will be recycled back in the system. The domestic Waste will be sent to

soakpit and the supernatant water from it will be sent to the ETP. BCSLLP proposes to adopt

“Zero Liquid Discharge” system. Brief description of the same is as given below:

Sources of Waste Water

The wastewater generation streams are

1. Process and washings

2. Boiler blow down

3. D.M. plant washings

4. Cooling tower blow downs

5. Domestic (canteen and toilets)

6. Q C and R & D Labs effluent

1. Equipment Used For Waste Water Treatment (ZLD):

S.No. Description

1 Cyanide effluent oxidiser (with NaOCl)

2 Equalization cum neutralization tanks.

3 Primary treatment system

4 Stripper

5 Multiple effect evaporator

6 Agitated thin film drier

7 Biological treatment system

8 Secondary clarifier

9 Dual Media Filter

10 Reverse osmosis plant

Wastewater Treatment Process And Disposal

Wastewater is segregated into high TDS and low TDS streams.

High TDS effluent: TDS above 5000 mg/l and COD above 15000 mg/l

Low TDS effluent: TDS below 5000 mg/l and COD below 15000 mg/l

Table 1.1:Inlet and Outlet Characteristics of Wastewater

S. No. Parameters Unit Combined ETP Inlet Characteristics

ETP Outlet Characteristics

1 pH - 5 – 7 6.5 – 8.5

2 COD mg/l 4,000 <100

3 BOD mg/l 2,500 <30

4 TDS mg/l 500 -

5 SS mg/l 250 <100

6 O & G mg/l 15 <2

The process block diagram of Proposed ETP is presented in Figure

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Details of Effluent Treatment Plants

Figure 1.1: Block Diagram of Proposed ETP System

1.6 Air emission & Management

All the vents from reactors, vessels, filters and spot ventilation ducts are collected and sent to a

set of scrubbers – one acid scrubber followed by an alkali scrubber and finally a carbon tower to

remove acidic gases, alkaline fumes and VOC respectively. The gases escaping the last tower will

be having less than permissible

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Expansion of Technical Grade Pesticides Plant at Plot No. C-6,7 &8 , UPSIDC Industrial Area, Phase-2, Gajraula, J P Nagar, Uttar Pradesh PFR

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Table: Air Emission Details

S. No. Stack Attached to Fuel Used APCM Expected Pollutants

1

Boilers (Existing- 3 TPH

&0.8 TPH) Proposed- 2 TPH

Agrowaste briquettes /

Wood (as per availability)

Dust Suppresion

PM, SO2 &NOx

3

DG Sets Existing -380 KVA

& 500 KVA. Proposed - 2 X 380

KVA

HSD Adequate Stack

Ht. PM, SO2 &NOx

Process Stacks / Vents

1 Process Reactor – Vents - Combined

into one - Acid Scrubber

HCl, HBr, NH3, Nox&HC 2 -do- - Alkali Scrubber

3 -do- - HC Gas Scrubber

1.7 Solid & Hazardous waste management

Solid hazardous wastes will be sent to TSDF site while other solid wastes will be

segregated in salable and non salable waste. Salable waste will be sold off. Non salable

waste will be sent to land fill.

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Expansion of Technical Grade Pesticides Plant at Plot No. C-6,7 &8 , UPSIDC Industrial Area, Phase-2, Gajraula, J P Nagar, Uttar Pradesh PFR

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Sr. No. Type of Waste Category as per

HW

Treatment / Disposal Method

1. Used Oil 5.1 Collection, Storage, Transportation &

Disposal by selling to registered re-

processor / reuse as lubricant

2. Process Waste / Waste

Residue containing

Pesticides

29.1 Collection, Storage, Incineration at

common Incineration / Disposal of

Incinerable waste to TSDF

3. ETP Sludge 29.2 Collection, Storage, Transportation &

Disposal at nearest TSDF site

4. Date Expired / off

specification products

29.3 Collection, Storage, Incineration at

common incineration

5. Discarded Container 33.3 Collection, Storage, Decontamination,

Detoxification & sell to authorized

vendor 6. Discarded bag / liners 33.3

7. Distillation Residue

from contaminated

organic solvents

36.4 Collection, Storage, Incineration at

common incinerator

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2 INTRODUCTION

The role of the pesticides in the well-being of human race needs no emphasis. Pesticide usage has

become essential in order to maximize agriculture production and reduce public health pestilence.

The rapid changes in cropping patterns, increased fertilization and adoption of programs for high

yielding varieties have all contributed to increased use of pesticides. Further, pest problems keep

on changing with the changing environment. New physiological kinds evolve as a result of

mutations to withstand new conditions in nature. Many pest species develop resistant strains

when the same Pesticide is used far too often. The problems of pest resurgence and secondary

pest out-breaks crop up with the indiscriminate use of pesticides. These associated problems offer

a great scope for revolutionizing the use of pesticides. However, in India though the overall

pesticide growth figures may appear impressive, the rate of consumption per hectare of cultivated

land is very low in comparison per hectare of cultivated land is very low in comparison to other

countries. India used 180 g of pesticides/ha. as against 10,790g, 1870 g and 1490 g/ha used in

Japan, Europe and U.S.A. respectively. India spent just Rs. 2.15/ha. on pesticides while Japan and

U.S.A spent Rs.110/ha and Rs.35/ha respectively during the same period. India consumed 12 gm.

of pesticides per kg. of fertilizer used against 146 gm. in Japan in and 19 gm in U.S.A in . This

is one of the major factors that can be attributed to low per hectare yields in our country since the

crops and especially the high yielding varieties cannot manifest their production potential in

absence of proper pest protection. That the production potential remains suppressed for want of

protection can be exemplified by considering how in wheat, a crop comparatively resistant to

insect pestilence, we have had a “revolution” where as in paddy which is one of the most heavily

infested crops, we have had no break-through. In case of wheat, the per hectare yield in India rose

from 827 kg.to 1338 kg. Corresponding yields of paddy in India on the other hand was 1826 kg.

as against 6185 kg. 5326 kg. , 5105 kg.;and 4000 kg. in Japan, Egypt, USA and USSR

respectively.

Within the country itself, there is a great imbalance between different regions with regard to the

use of pesticides. Of the total of approximately Rs.5000 million spent on pesticides in at the farm

level, south contributed for about 45 per cent of the total consumption in the rest of the country.

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2.1 Identification of Project & Project Proponent

M/s Best Crop Science LLP is proposing an Expansion of Technical Grade Pesticide

Manufacturing unit of existing Capacity: 4,800 TPA.(Herbicide-16 nos, insecticide-24

nos, fungicide-16 nos, plant growth regulator-1 and R & D products).and proposed

capacity of 25000 TPA.(Herbicide-32nos, insecticide-21nos, fungicide-22 nos, plant

growth regulator-3 and Intermediates 3 , Neem Product 1).

Table2: Existing and proposed project Phase wise

Existing Expansion Phase I Phase II Phase III

4800

TPA 25000 3600 10800 10800

Herbicide 1100 4600 660 1970 1970

Fungicide 2500 10600 1520 4540 4540

Insecticide 900 3800 540 1630 1630

PGR 100 250 40 105 105

R & D 200 750 110 320 320

Intermediate 5000 716 2142 2142

3586 10707 10707

2.2 Nature of Project

The proposed project deals with the setting up of a new technical grade pesticide plant

along with the formulation unit by M/s Best Crop Science LLP at Plot No. C-6,7 &8 ,

UPSIDC Industrial Area, Phase-2, Gajraula, J P Nagar, Uttar Pradesh. Best Crop Science

LLP has acquired the non operational formulation and R &D technical unit.

2.3 Demand/Supply gap:

Since the requirement of Pesticides is increasing @ 10% to 15% every year, there is a huge

gap between the demand and supply.

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2.4 Need for the project and its importance to region

Pesticides are essential input for agriculture and the project will provide adequate

availability of the required products at cheaper rates and will also reduce the import

quantities.

2.5 Employment Generation (Direct and Indirect) due to the project

Employment Generation due to the existing project is 55. The proposed expansion leads

tothe employment generation of 200 more employees. So the total manpower in the plant

will be 255. Out of which 100 no. of person will be employed during construction phase

and 100 no. of people will be employed during the operation phase .

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New Technical Grade Pesticidesat PLOT NO. C-6,7 &8 , UPSIDC INDUSTRIAL AREA, PHASE-2, GAJRAULA, J P

NAGAR, UTTAR PRADESH

PFR

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Figure 2.1: Topo-sheet Map of Project Site

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New Technical Grade Pesticidesat PLOT NO. C-6,7 &8 , UPSIDC INDUSTRIAL AREA, PHASE-2, GAJRAULA, J P

NAGAR, UTTAR PRADESH

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Figure 2: Plant Lay Out

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New Technical Grade Pesticidesat PLOT NO. C-6,7 &8 , UPSIDC INDUSTRIAL AREA, PHASE-2, GAJRAULA, J P

NAGAR, UTTAR PRADESH

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3 PROJECT DESCRIPTION

The proposed project involves the production of technical grade pesticide along with formulation

unit.

3.1 Type of Project including interlinked and interdependent projects, if any

The proposed project involves the production of technical grade pesticide along with

formulation unit. There is no interlinked project with this project.

3.2 Location (specific location and project boundary & project lay out) with coordinates

The latitude and longitude of proposed site is 28°49' 46.74” N and 78°13'34.68” E.The

proposed project will be coming up Plot No. C-6,7 &8 , UPSIDC Industrial Area, Phase-2,

Gajraula, J P Nagar, Uttar Pradesh.

Fig: Project Boundary with Site Coordinates

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New Technical Grade Pesticidesat PLOT NO. C-6,7 &8 , UPSIDC INDUSTRIAL AREA, PHASE-2, GAJRAULA, J P

NAGAR, UTTAR PRADESH

PFR

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3.3 Details of alternate sites considered and the basis of selecting the proposed site,

particularly the environmental considerations gone into should be highlighted

Alternative sites have not been considered for proposed project because the proposed

project is coming in existing non operational plant area inside the UPSIDC industrial area,

Gajraula. Major Factor involved in the selection of site are listed below

• The project site is in industrial area

• Site is connected with state highway for easy transport of product.

• Site is near to railway station

• Availability of sufficient land inside the existing plot

• Availability of water, electricity facilities

• Raw materials will be easily available

• Availability of skilled and unskilled manpower

3.4 Size or Magnitude of Operation

M/s Best Crop Science LLP is proposing an Expansion of Technical Grade Pesticide

Manufacturing unit of existing Capacity: 4,800 TPA .(Herbicide-16 nos, insecticide-24

nos, fungicide-16 nos, plant growth regulator-1 and R & D products).and proposed

capacity of 25000 TPA.(Herbicide-32 nos, insecticide-21 nos, fungicide-22 nos, plant

growth regulator-3 and Intermediates 3 , Neem Product 1).

Table2 : Existing and proposed project Phase wise

Existing Expansion Phase I Phase II Phase III

Products/

Capacity

4800

MTPA

25000

MTPA

3586

MTPA

10707

MTPA

10707

MTPA

Herbicide 1100 4600 660 1970 1970

Fungicide 2500 10600 1520 4540 4540

Insecticide 900 3800 540 1630 1630

PGR 100 250 40 105 105

R & D 200 750 110 320 320

Intermediate 5000 716 2142 2142

Total plot area is 54,891.39 sq.m. and 34 % Green belt is allocated for the greenbelt which

already maintained in the non operational unit.

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New Technical Grade Pesticidesat PLOT NO. C-6,7 &8 , UPSIDC INDUSTRIAL AREA, PHASE-2, GAJRAULA, J P

NAGAR, UTTAR PRADESH

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Table 2: List of Product

Products to be manufactured (Existing and Proposed) Quantity Generated

Herbicide TPA

1 Metribuzin 5700

2 Atrazine

3 Sulfosulfuron

4 Glyphosate

5 ClodinafopProparogyl

6 Pretilachlor

7 Imazethapyr

8 Metsulfuron Methyl

9 Pyrazosulfuron

10 Fenoxaprop-p-ethyl

11 Glufosinate Ammonium

12 Chlorimuron Ethyl

13 Bispyribac Sodium

14 Oxadiargyl

15 Oxyflourfen

16 Butachlor

17 Pendimethalin

18 Diuron

19 2,4-D Ethyl Ester

20 Quizalofop Ethyl

21 Penoxsulam

22 Metamitron

23 Propanil

24 Zineb

25 Cyhalofop-p-Butyl

26 Pyrithiobac Sodium

27 Sulfentrazone

28 Propaquizafop

29 S-metachlor

30 Tembotrione

31 Aminopyralid

32 Ametryn

33 Pinoxaden

34 Mesotrione

35 Acifluorfen

36 Azimsulfuorn

37 Bensulfuron Methyl

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New Technical Grade Pesticidesat PLOT NO. C-6,7 &8 , UPSIDC INDUSTRIAL AREA, PHASE-2, GAJRAULA, J P

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38 Flumioxazin

39 Halosulfuron

40 Propyzamide

41 Thifensulfuron

42 Florasulam

43 Chlorosulfuron

44 Dimethachlor

45 Hexazinon

46 Isoxaben

47 Metolachlor

48 Dicamba

Insecticide

1 Acephate 4700

2 Thiamethoxam

3 Indoxacarb

4 Fipronil

5 Diafenthiuron

6 Buprofezin

7 Dichlorvos

8 Lambda Cyhalothrin

9 Imidachloprid

10 Novaluron

11 Bifenthrin

12 Permethrin

13 Propargite

14 Chlorpyriphos

15 Perfenofos

16 Diflubenzuron

17 Acetamiprid

18 Dinotefuron

19 Emamectin Benzoate

20 Thiocyclam Oxalate

21 Etoxazole

22 Pymetrozine

23 Fenpyroximate

24 Triazophos

25 Hexythiazox

26 Cypermethrin

27 Pyriproxifen

28 Triflumezopyram

29 Flonicamid Technical

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30 Chlorantraniliprole

31 Spirotetramat

32 Flubendiamide

33 Spiromesifen

34 Nitenpyram

35 Temephos

36 Afidopyropen

37 Spinosad

38 Etoxazole

39 Lufenuron

40 Chlorfluazuron

41 Clothianidin

42 Diazinon

43 Ethiprole

44 Fenitrothion

45 Transfluthrin

Fungicide

1 Tricyclazole 13100

2 Cymoxanil

3 Propiconazole

4 Hexaconazole

5 Tebuconazole

6 Difenconazole

7 Metalaxyl

8 Carboxin

9 Propineb

10 Azoxystrobin

11 Myclobutanil

12 Carbendazim

13 Pyrachlostrobin

14 Trifloxystrobin

15 Fluoxastrobin

16 Isoprothiolane

17 Chlorothalonil

18 Thifluzamide

19 Copper Oxy Chloride

20 Thiophanate Methyl

21 Thiram

22 Mancozeb

23 Ziram

24 Captan

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25 Pyraclostrobin

26 Isoproturon

27 Picoxystrobin

28 Epoxiconazole

29 Boscalid

30 Cyazofamid

31 prothioconazole

32 probenazole

33 Fludioxonil

34 Imibenconazole

35 Prochloraz

36 Valifenalate

37 Kresoxim Methyl

38 Penconazole

Plant Growth Regulator

1 Ethephon 350

2 Gibberellic Acid

3 Paclobutrazol

4 Forchlorfenuron (CPPU)

5 Brassinolide

Intermediate

1 Cyclopropyl acetylene 5000

2 Lambda Acid

3 C.C.M.P

Table 3: List of Byproducts (During Expansion )

S.No By products

1. Phenol

2. SO2 gas & HCl gas

3. SO2 gas, HCl gas

4. Sodium Chloride, ammonia

5. Ammonium Chloride

6. HCl gas

7. Imidazole

8. Sodium acetate, Sodium Chloride, Potassium Carbonate, Potassium Chloride, HCl gas

9. Sodium Carbonate, Sodium Chloride

10. HCL gas, POCl3, CO2 gas, Potassium chloride

11. Sodium chloride

12. Sodium chloride, HCl gas

13. Triethyl amine HCl

14. SO2 gas, HCl gas

15. Sodium bromide, Sodium fluoride

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16. HCL

17. Methane sulphonic acid sodium salt, Mehtanol HCl

18. Ethanol, CO2

3.5 Raw material required along with estimated quantity, likely source, marketing area

of final products, mode of transport of raw material and finished product.

Raw material will be supplied by approved vendors from domestic market as well as from

global market. Finished product will be sold in domestic as well as global market.

Table 4: List of Raw Materials (Existing and Proposed) Existing raw material Proposed Raw Material

H2SO4 1,2,4- triazole

TRIAZINONE (4-chlorophenyl) methanethiol

DMSO4 (R/S)-2-(4-hydroxy phenoxy)-propionic acid

SODIUM CARBONATE (NA2CO3) 1-(2-Chloro-4-pyridyl)-3-phenylurea

CAUSTIC LYE 1-(4-chlorophenyl)-3-hydroxy-1H-pyrazole

CYANURIC CHLORIDE 1,1' -Carbonyldiimidazole

MIPA 70% 1,1,2-trichloroethane

HCl 1,2,4–Triazole

MEA 50% 1,2-Dichloroethane

NACl 1,3-cyclohexadione

2 ETHYL SULFONYL IMIDAZO (1, 2 -A) PYRIDINE 3 SULFONAMIDE

1,4-Dioxane

CARBAMATE 1-[2-(2,4,6-trimethyl-phenyl)-acetoxyl]-cyclopentane carboxylic acid ethyl ester

SODIUM TUNGSTATE 1-Bromo-3,3-dimethylbutan-2-one [5469-26-1]

PHISPHONO METHYL IMINODIACETIC ACID (PMIDA)

1-Chloro-4-(Chloromethyl)Benzene [104-83-6]

SODIUM METABISULFITE 1H-1,2,4-Triazole

VANADIUM SULFATE 1-methyl-5-hydroxy pyrazole

H2O2 1-methylpyrrolidin-2-one [NMP]

5-CHLORO-2,3-DIFLUOROPYRIDINE 2 – (4 – Hydroxy Phenoxy) Propionic Acid

K2CO3 2-(2,2-difluoroethoxy)-6-(trifluoromethyl)benzene-1-sulfonyl chloride

R(+)-2-(4-HYDROXY PHENOXY PROPIONIC ACID

2‐(2,4 – dichlorophenyl)PentylAlcohol

PROPARGYL CHLORIDE 2-(2,5-dimethylphenyl)acetic acid

2,6-DEA 2-(5-amino-2,4-dichlorophenyl)-4-(difluoromethyl)-2,4-dihydro-5-methyl-3H-1,2,4-triazol-3-one

PROPOXY ETHYL CHLORIDE 2,3,5,6,TetraFluoroBenzylAlcohol

NaOH FLAKES 2,3-dichloropyridine

CHLOROACETYL CHLORIDE (CAC) 2,4,6-Trichlorophenol

DIETHYL 5 ETHYL PYRIDINE DI 2,4-Dichlorophenol

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CARBOXYLATE

2 AMINO 2,3 DIMETHYL BUTANAMIDE 2,5 dichloro phenyl

SODIUM ETHOXIDE 2,6 difluoro aniline

O-SULFOISOCYANATE METHYL BENZOATE

2,6-DFBA

2-AMINO-4-METHOXY-6-METHYL-1,3,5 TRIAZINE

2,6-Dibromo-4-trifluoromethoxy aniline

ETHYL-1-METHYL-5-SULFENAMIDE-ISOCYANATE-1H-PYRAZOLE-4-

CARBOXYLATE (PYRAZOLE)

2,6-dichloro quinoxaline

2-AMINO-4,6-DIMETHOXY PYRIMIDINE (PYRIMIDINE)

2,6-dichlorobenzeonitrile (DCBN)

DICHLORO BENZOXAZOLE 2,6-Dimethyl aniline (2,6 oxylidine)

2-(4-HYDROXY PHENOXY) PROPANOATE 2amino 4 methoxy 6 methyl 1,3,5 triazin

N-BUTYL (3-CYANO-3- HYDROXY PROPYL METHYL PROPINATE

2-amino-4,6-dimethylpyrimidine

LIQUOR AMMONIA 2-Bromo aniline

2 CARBEETHOXY BENZENE SULFONYL ISOCYANATE

2-chloro propionic acid

2-AMINO 4-CHLORO 6-METHOXY PYRIMIDINE (ACMP)

2-Chloro-4-aminopyridine

DIHYDROXY BENZOIC ACID 2-chloro-5-chloromethyl pyridine

4,6 DIMETHOXY-2-(METHYL SULFONYL) PYRIMIDINE

2-chloro-N-(2,4-dichlorophenyl) acetamide

OXADIAZON 2-chloro-nicotinoyl chloride

3-CHLOROPHENOL 2-chloropyridine

CHLOROETHANE 2-chlorosulfunyl-8-Fluoro-5-Methoxy-[1,2,4]Trizole-[1,5c] pyrimidine

HNO3 2-Hydroxy-6-trifluromethyl pyridine

4-TRIFLUOROMETHYL-2-CHLORO PHENOL SODIUM SALT

2-methyl 6-ethyl aniline

2,6 DIETHYL ANILINE 2-methyl-3-(4,5-dihydroisoxazol-3-yl)-4-methanesulfonyl-benzoic acid (Benzoic acid)

FORMALDEHYDE (PARA FORMALDEHYDE)

2-methyl-4-amino-6-methoxy triazine

DMPTC 2-methyl-6-ethyl aniline

ACETIC ANHYDRIDE 2-nitro-4-methylsulfonyl benzoyl chloride

3-METHYL-4-NITROIMINO-PERHYDRO-1,3,5-OXADIAZINE

3,4– Fluoro Benzonitrile

2-CHLORO-5-CHLOROMETHYL TRIAZONE 3,4,5,6-Tetrahydropthalic anhydride

METHYL-7-CHLORO-2,5-DIHYDROIDENS[1,2-E] OXADIAZINE-

4A(3H)-CARBOXYLATE

3,4-Dichloroaniline

METHYL(CHLOROCARBONYL)[4-TRIFLUOROMETHOXY PHENYL]

CARBAMATE

3,4-xylidine

1‐(2,6‐DIISOPROPYL‐4‐PHENOXYPHENYL) THIOUREA (DTU)

3,5-dichlorobenzoic acid

TERTIARY BUTYL AMINE (TBA) 3,6-dichloro-2-methoxybenzoic acid methyl ester

TMA-HCl 3-Bromopropyne

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FIPRONIL PYRAZOLE 3-Isochromanone

TRIFLUORO METHYL SULFINYL CHLORIDE (TFMSC)

3-methyl-4-Nitrophenol

1-ISOPROPYL-3-TERT-BUTYL THIOUREA 4-Chloro phenyl boronic acid

N-CHLORO METHYL-N-PHENYL CARBAMOYL CHLORIDE

4-chlorobenzaldehyde (CBA)

AMMONIUM CARBONATE 4-DMAP

CHLORAL 4-phenoxyphenol

TRIMETHYL PHOSPHITE 4-Picoline

LAMBDA CYHALOTHRIC ACID (MTH ACID) 5% Pd/C catalyst

THIONYL CHLORIDE 5,8-dimethoxy-[1,2,4]triazolo[1,5-c]pyrimidin-2-amine

METAPHENOXY BENZALDEHYDE (MPBD) 5-Fluoro-2-nitrophenol

NaCN Acetic Acid

SODIUM HYPOCHLORITE (NaOCl) Acetic anhydride

2 – CHLORO, 5 – CHLOROMETHYL PYRIDINE (CCMP)

Acetone

N-NITROIMINOIMIDAZOLIDINE (N-NII) Acetone Cyanohydrin

2,6-DIFLUORO BENZOYL ISOCYANATE Acetonitrile

3-CHLORO-4-(1,1,2-TRIFLUORO-2-(TRIFLUORO METHOXY)ETHOXY)

ANILINE

Activated Charcoal

2-METHYL 3- BIPHENYL METHYL CHLORIDE (BPC)

Alumina

SODIUM BICARBONATE Aluminium Chloride

CYPERMETHRIC ACID CHLORIDE (CMAC) Aluminium oxide

2-(4- TERT BUTYL PHENOXY CYCLOHEXANOL

Amino acetonitrile sulfate AANS

PROPARGYL ALCOHOL Ammonia Gas

TRIETHYL AMINE Ammonium chloride

O,O-DIETHYL THIOPHOSPHORYL CHLORIDE(DETC)

Anhydrous potassium carbonate

SODIUM SALT OF 3,5,6-TRICHLOROPYRIDINE-2-OL

antranilic acid

O-CHLOROPHENOL Aqueous ammonia

BROMINE (Br2) Benzene

TRIMETHYL AMINE benzoxazinone

PROPYL BROMIDE Butyl Cellosolve

CARBON DISULFIDE (CS2) Butyllithium

DIISOPROPYL MALONATE Carbon disulfide

2,6 DIFLUOROBENZAMIDE Carbon Disulphide

4 CHLOROPHENYL ISOCYANATE Carbon Tetrachloride

N-CYANO METHYL ACETAAMIDE (NCMA) Catalyst

2-CHLORO 5-(METHYL AMINO METHYL) PYRIDINE (CMAMP)

Catalyst‐1

M,N,O (2,3-DIMETHYLAL NITROSOUREA Catalyst‐2

3- (AMINOMETHYL) TETRAHYDROFURON Caustic lye

ABAMECTIN BENZOATE caustic scrubber

TETRA METHYLETHANE -1,2-DIAMINE (TMEDA)

Caustic Soda

ALLYL CHLOROFORMATE Caustic Soda Lye

PHENYL DICHLOROPHOSPHATE CausticLye(46–48 %)

DIMETHYL SULFOXIDE (DMSO) Chlorine cylinder

85% PHOSPHORIC ACID Chlorine Gas

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HEPTAMETHYLDISILAZANE Chloro acetyl chloride

SODIUM BOROHYDRIDE chloro-2-(1-chlorocyclopropyl)-3-(2-chlorophenyl) propan-2-ol[2-CAPOL]

ACETIC ACID chloroacetyl chloride

BENZOIC ACID Con. HCl

BENSULTAP Copalyl Pyraphosphate

SODIUM SULFIDE Cuprous chloride

OXALIC ACID Cyclohexanone

N-(2, 6 -DIFLUOROBENZOYL) 2-AMINO 2-(4 TERT BUTYL -2- ETHOXY PHENYL

CHLORO ETHANE)

Cyclohexyl isocyanate

3 PYRIDINE CARBOXALDEHYDE Di methyl formamide

1,2,4 TRIAZINE-3 (4H) 1,4 -AMINO-5,6 -(DIHYDRO-6-METHYL)

Dichlorethane

1-3 DIMETHYL -5-PHENOXY OXIME (PCDPO)

Dichloro methane

TERT BUTYL -4- (CHLORO METHYL BENZOATE) (TBCMB)

Dichloroacetic Acid

POTASSIUM HYDROXIDE (KOH) Dichloroethane

FORMIC ACID Dichloroethane (DCE)

CUCl Dichloromethane

2‐AMINO‐ 4‐METHYL BENZOTHIAZOLE (AMBT)

Diethoxyethane

HYDRAZINE MONO HYDRATE Diethyl Ketone (3-Petanone)

PHENYL HYDRAZINE HYDROCHLORIDE Diisopropylether

UREA Dimethyl amine

SODIUM NITRITE Dimethyl Formamide

1-CYANO ACETYL 3 ETHYL UREA Dimethyl Sulfate

META DICHLORO BENZENE (MDCB) Dimethyl sulphate

ACETYL CHLORIDE Dimethyl sulphoxide

1, 2 PENTANE DIOL Dimethylamine

1,2,4 TRIAZOLE DiMethylFormamide

1-(4-CHLOROPHENYL) 4-4-DIMETHYL-3-PENTANOATE

Dioxane

SODIUM METHOXIDE DMF

DIMETHYL SULFIDE (DMS) DV Ester

BROMOKETAL Electrolytic copper

N-(2,6-DIMETHYL PHENYL) ALANINE-METHYL ESTER

Ent- Kaurene

METHOXY ACETYL CHLORIDE Ethanol

ACETOACETANILIDE Ethyl 4,4,4-trifluoroacetoacetate

SULFURYL CHLORIDE (SO2Cl2) Ethyl acetate

2-MERCAPTOETHANOL Ethyl alcohol

DIAMINO PROPANE Ethyl Amine

ZINC SULFATE Ethyl bromoacetate

METHYL-3-METHOXY-2-2-6-CHLOROPYRIMIDINE-4-4-IYL-

OXYPHENYL- ACRYLATE (MMCPOA)

Ethyl chloroformate

2 CYANO PHENOL Ethyl oxalyl chloride

CUCl2 Ethylene diamine

4 CHLOROPHENYL ACETONITRILE Ethylene Dichloride

N-BUTYL BROMIDE Ethylenediamine

DIBROMOMETHANE Geranylgeranyl Pyrophosphate

THIOUREA H2SO4

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METHYL CHLOROFORMATE HCl

O-POHENYLENE DIAMINE Heptane

1,4 DICHLORO BENZENE Hexamethylene tetramine

3 CHLORO PYRAZOLE hoxafloropropene

2 CHLORO BENZYL ALCOHOL Hydrazine Hydrate

N METHOXY CARBAMATE Hydrochloric acid

2-METHYL ANILINE Hydrogen

GLYOXYLIC ACID METHYL ESTER OXIME Hydrogen Peroxide

CHLORINE Hydroquinone

OXIDAMIDE IN-R4E28

2 HYDROXY PHENACYL BROMIDE IN-RPA19

METHOXY AMINE Iron Powder

POTASSIUM TERT BUTOXIDE Isopar-G

TERT BUTYL NITRATE Isophthalic acid

ETHYLENE OXIDE (EPOXY ETHANE) Isopropanol

TRIFLUORO PYRIMIDINE Isopropyl Alcohol

PCl3 Isopropyl chloroformate (IPCF)

AMMONIA GAS Lignin Sulfonate

ALUMINIUM CHLORIDE Malonic Acid Malononitrile MDC MeOH Metaphenoxy Benzaldehyde MethaneSulphonylChloride Methanol Methoxy acetone Methoxy ethyl chloride Methoxyacetone methyl Methyl 3-aminosulfonylthiophene-2-carboxylate Methyl Amine Methyl Chloroformate (MCF) Methyl cis-4-methoxycyclohexane-1-aminocarboxylate Methyl Di-Chloride (MDC) Methyl isobutyl ketone Methyl[2-(bromomethyl)phenyl] methoxycarbamate Methylene Dichloride MethylPentanoate Monochloro benzene Monochloroacetic acid; MCA N-(2,6-Difluorobenzoyl) 2-Amino 2-(4 Tert Butyl -2- Ethoxy Phenyl Chloro Ethane) N,N-Diethyl formamide N,N-Dimethyl Formamide [DMF] N,N-Dimethylsulfonylpyrazole Na2CO3 NAI Na‐Metal NaOH N–Butyl Bromide

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N-Formyl-piperidine Nitric Acid Nitrogen cylinder N--methyl hydrazine sulphate N-Propylamine O,O dimethyl thiophosphoryl chloride O,O-Dimethyl Phosphoro chloridothioate O-Cresol O-Methoxyl amine Hydrochloride Ortho phosphoric acid Orthophenylene Diamine (OPDA) Oxalyl Chloride Oxime O-xylene Palladium tetrakis P-chloraniline P-Cumidine Perchloro Methyl Mercaptan (PCMM) Pethalide Phase Transfer Catalyst Phenyl chloroformate Phenyl isocyanate Phosgene Phosphorus Pentachloride p-methylsulfonyl-(4,6-dimethoxy pyrimidine) (MSDP) Potassium carbonate Potassium hydroxide Propanoic Acid Propylene oxide p-Toluene sulfonic acid Pyrazole Sulfonamide Pyridine R/S-ethyl-2-(4-hydroxy phenoxy)-propionate R–TransCypermethricAcidChloride Soda Ash Sodium acetylide Sodium aminde Sodium azide Sodium bicarbonate Sodium bisulphate Sodium Borohydride [16940-66-2] Sodium Carbonate Sodium chloride Sodium cyanide Sodium dioxide Sodium Hydride [7646-69-7] Sodium hydrosulfide Sodium Hydroxide Sodium Lauryl Sulphate (Surfactant) Sodium Lignosulfonates Sodium methoxide

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Sodium nitrite Sodium Sulfide Sodium thiocyanate (NaSCN) Solvent – Di MethylFormamide (DMF) Solvent – DMF Solvent – n‐Hexane Solvent – Toluene Solvent‐Methanol Solvent‐Xylene Sovent (Acetone) Sulfuric Acid Sulphur powder Sulphuric Acid TBAB TertiaryButylAlcohol(TBA) Tetra Hydro Phthalic Anhydride (THPA) tetrahydrofurane TFDCI TFNA i.e 4-trifluoromethyl nicotinic acid Thioacetamide Thiodiphenol Thionyl chloride Toulene Trans 5-(4-chlorophenyl)-4-methyl-2-thiazolidone Tri ChloroTriFluoroEthane Trichlorobenzene Triethyl amine Triethyl orthoformate WaterforHClSolution WaterforWashing Xylene Zinc Zinc chloride solution

3.6 Resource optimization/recycling and reuse envisaged in the project, if any, should be

briefly outlined.

All the solvents used will be recovered and recycled for all products. Energy efficient

equipment will be installed at all locations. Waste water will also be reused after proper

treatment. There will be no discharge from the proposed site.

3.7 Transportation details of Raw Materials

The raw material will be transported through trucks from approved vendors.

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3.8 Availability of water its source, energy/power requirement and source should be

given

3.8.1 Water Source

Existing fresh water requirement for the plant is 97 KLD. The proposed water requirement

for the plant is 300 KLD. The source of water for the proposed project will be meeting

through groundwater.

Electricity & Fuel Requirements

Existing power requirement for the plant is 1000 KVA and the proposed power

requirement is 4000 KVA which will be sourced from UPPCL.

For the power backup of 2 DG set of 380 KVA each is set to be installed.

3.9 Quantity of waste to be generated (liquid and solid) and scheme for their

management /disposal

3.9.1 Waste Water generation & Management plan

The sources of waste water from the proposed plant will be from canteen facilities and

office building. The waste water will be treated in sewage treatment plant and will be

reused for gardening and other activities like toilet flushing and cleaning purposes.

For industrial effluent Zero Liquid Discharge (ZLD) is proposed. There is no process

effluents discharged. Hence impact on water quality from the proposed project is

insignificant

3.9.2 Solid & Hazardous waste generation & Management plan

Solid hazardous wastes will be sent to TSDF site while other solid wastes will be

segregated in salable and non salable waste. Salable waste will be sold off. Nonsalable

waste will be sent to land fill.

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Sr. No. Type of Waste Category as per

HW

Treatment / Disposal Method

1. Used Oil 5.1 Collection, Storage, Transportation &

Disposal by selling to registered re-

processor / reuse as lubricant

2. Process Waste / Waste

Residue containing

Pesticides

29.1 Collection, Storage, Incineration at

common Incineration / Disposal of

Incinerable waste to TSDF

3. ETP Sludge 29.2 Collection, Storage, Transportation &

Disposal at nearest TSDF site

4. Date Expired / off

specification products

29.3 Collection, Storage, Incineration at

common incineration

5. Discarded Container 33.3 Collection, Storage, Decontamination,

Detoxification & sell to authorized

vendor 6. Discarded bag / liners 33.3

7. Distillation Residue

from contaminated

organic solvents

36.4 Collection, Storage, Incineration at

common incinerator

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4 SITE ANALYSIS

4.1 Connectivity

• Nearest railway station :GajraulaRailway Junction, 4 km (E)

• Nearest highway: SH-51 at a distance of 800 m(N).)

• Nearest Airport: Indira Gandhi International Airport – 165 km

Figure 2: Connectivity of Proposed plant

4.2 Land Form, Land Use and Land Ownership

The proposed project site is situated at Plot No. C - 6, 7 & 8 UPSIDC Industrial Area,

Gajraula, J. P. Nagar District of Western Uttar Pradesh. The land belongs to UPSIDC and

has been taken on long lease by M/s Best Crop Science LLP. The proposed unit is located

in notified industrial Area of UPSIDC. The copy of notification of UP State Government

notifying this industrial Area

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Total Land : 54,891.39 M2

34 % Green belt is allocated for the greenbelt which already maintained in the non

operational unit.

4.3 Topography (along with map).

Topographically the area is flat terrain and the elevation of the plant site is between 204-

205 m above Mean Sea Level.

Figure 3: Plant Boundary of Proposed plant

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Figure 4: Topo map of the Project site

4.4 Existing land use pattern

The project area is flat terrain, located inside notified Industrial area of UPSIDC.

CRZ is not applicable to the proposed project. Details study area map is given above.

4.5 Existing Infrastructure

The proposed site is to come inside the UPSIDC, Gajraula which is very well connected to

SH-51 and is also having very well developed internal road and other required

infrastructure. The proposed project site is to come inside the non operational Formulation

& R& D technical unit with existing building and other infrastructure which will be

utilizedaccording to the requirement.

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4.6 Soil Classification Soil investigation will be done during construction of the proposed

technical unit of pesticide

General Characteristics of the Soil in the District

Older Flood Plain

Older flood plain of river Ramganga can be delineated extending to few kilometres.

Locally it is known as Khadar. The zone is characterized by presence of fluvial land from

such as meander scars, cut off meanders forming water bodies and pale channels. The

sediments are fine grained sand and silt with thin clay horizons. The zone can be separated

from older alluvium by presence of natural levee, sand dunes and abrupt change in slope.

Older Alluvium

It occupies the entire upland or interfluves area between the major drainage Ramganga and

Kosi and Sot & Ramganga. The soils are silty, clayey and sandy in varying proportions. The

older alluvium can be differentiated into following geomorphic units:

➢ Sandy Tract and

➢ Central Upland Plain of Interfluves Area

Sandy Tract

These are occurring very close to old flood plain of Ramganga. This unit corresponds to Bhur

of physiographic unit. This unit is characterized by absence of drainage ways, indication of

high permeability, as coarse sand exists.

Central Upland Plain or Interfluves Area

The unit occupies the central part as well as eastern part of the district and is characterised by

presence of well drainage ways namely Ganga & Sot. The soils are clayey through at place

these are sandy. Back swamp deposits can also be seen in this zone.

4.7 Climatic data from secondary sources

The average annual rainfall is 967.3 mm. The climate is sub-humid and it is characterized

by hot summer, a bracing cold season and general dryness except in the south-west

monsoon season. About 86% of rainfall takes place from June to September. During

monsoon surplus water is available for deep percolation to ground water. There is

meteorological observatory in the record of Bareilly, which may be taken as representative

meteorological condition. May and early part of June form the hottest part of the year. In

May, the mean daily maximum temperature is about 400C and mean daily minimum

temperature about 250C and maximum temperature raises upto over 450C. With the

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advancement of the monsoon in June there is an appreciable drop in day temperature.

January is generally the coldest month with mean daily maximum temperature at about

210C and the mean daily minimum is about 80C. The mean monthly maximum temperature

is 29.40C and means monthly minimum temperature is 120C.

The air is very humid during south-west monsoon season and the rest of the period the

humidity is comparatively less. The mean monthly relative humidity is 69% and mean

monthly evening relative humidity is 51%. Winds are generally light with a little

strengthening in the summer and monsoon seasons. The mean wind velocity is 5.1 Kmph

Potential evapo-transpiration is 1402.8 mm.

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5 PLANNING BRIEF

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

Country Planning/Development authority classification.

Type of Industry: Technical grade pesticide plant with proposed capacity 29,800

TPA(Existing + proposed)

5.2 Population Projection

The city of Gajraula has a population of 55,048 of which male and female were 28,896 and

26,152 respectively in an area of 14.2 sq km. In 2001 census, Unnao had a population of

39,826 of which males were 21,107 and remaining 18719 were females.

5.3 Assessment of Infrastructure Demand (Physical & Social)

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

assessed on the basis of need and priority. Employment would be as per prevailing norms

of state government for skilled and unskilled people for the proposed project activity.

5.4 Amenities/Facilities

Proper site services such as First Aid, Canteen, Drinking Water, etc. will be provided to the

workers.

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6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area (processing area)

The project is fall in UPSIDC, Gajraula. No additional land will be required.

6.2 Residential Area (non-processing area)

No residential area proposed in upcoming project

6.3 Green belt

34 % Green belt is allocated for the greenbelt which already maintained in the non

operational unit.

6.4 Drinking water management (source & supply of water)

Drinking water will be taken from Borewell.

6.5 Sewage system

Proposed STP will be used for sewage.

6.6 Industrial waste management

Solid hazardous wastes will be sent to TSDF site while other solid wastes will be

segregated in salable and non salable waste. Salable waste will be sold off. Non salable

waste will be sent to land fill.

6.7 Power requirement & supply/ source

Total power requirement 5000 KVA, Existing power requirement 1000 KVA to be

provided by UP Power Corporation Limited. Also for Power backup, HSD used as a fuel

for D.G sets 380 KVA& 500 KVA. DG set of adequate capacity will be provided for

emergency power supply.

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7 REHABILITATION AND RESETTLEMENTS (R& R) PLAN

7.1 Policy to be adopted (central/state) in respect of the project affected persons

including home oustees, land oustees and landless labourers (a brief outline to be

given)

Not applicable because the proposed project is located inside the UPSIDC, Gajraula.

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8 PROJECT SCHEDULE AND COST ESTIMATE

8.1 Likely date of start of construction and likely data of completion (time schedule for

the project to be given)

Terminal Likely time schedule for completion of project is 28 months

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

project.

Total cost for proposed project is Rs 100 Cr.

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NAGAR, UTTAR PRADESH

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9 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

9.1 Financial and social benefits with special emphasis on the benefit to be local people

including tribal population, if any, in the area.

The project will be beneficial to people as the company progress and expands its activity

gradually. Through CSR activity company management will be committed to improve

infrastructural facilities for the local people in field of Environmental, Medical, and

Transportation etc. The local people will be benefited by way of indirect employment

opportunities which will improve the socioeconomic environment of the area.