PROPOSED EXPANSION OF PESTICIDES TECHINCAL (200 … · 7-Ethyl Tryptophol (7-ETP) 41340-36-7 - 5 5 391 23 Closantel Amine 57808 -65 8 5 5780 24 Diethyl Ketone 96-22-0 -- 10 10 2900

0

PRE-FEASIBILITY REPORT

for

PROPOSED EXPANSION OF PESTICIDES TECHINCAL

(200 MT/MONTH), & SPECIALTY CHEMICALS (912

MT/MONTH) IN EXISTING UNIT

of

M/s. WANKSONS CHEMICAL INDUSTRIES PVT. LTD.

Plot No. 518, GIDC Industrial Estate, Panoli - 394 116,

Taluka: Ankleshwar, Dist: Bharuch, Gujarat, INDIA.

NABL Accredited Testing Laboratory

ISO 9001:2008 Certified Company

Aqua-Air Environmental Engineers P. Ltd.403, Centre Point, Nr. Kadiwala School, Ring Road, Surat - 395002

Prepared By:







Prepared By:

1

CONTENTS

Sr. No. Description Page No.

1. Executive Summary 2

2. Introduction of the Project/Background information 11

3. Project Description 12

4. Site Analysis 17

5. Planning Brief 24

6. Proposed Infrastructure 28

7. Rehabilitation and resettlement (R & R) Plan 29

8. Project Schedule & Cost Estimates 29

9. Analysis of Proposal (Final Recommendations) 30

2

1.0 EXECUTIVE SUMMARY

1.1 Company Profile

M/s. Wanksons Chemical Industries Pvt. Ltd. engaged in manufacturing specialty chemicals

and pesticides technical located at Plot No. 518, GIDC Industrial Estate, Panoli - 394 116,

Taluka: Ankleshwar, Dist: Bharuch, Gujarat.

Now, company is going for expansion of existing manufacturing unit by increasing

production capacity of existing products and addition of new products within existing

premises.

1.2 Project Details

List of Products along with Production Capacity

Sr. No.

Products CAS No. Production Capacity (MT/Month)

LD50 (mg/Kg)

Existing Proposed Expansion

Total after Proposed Expansion

Pesticide Technical

1 Dichlorovos Technical (DDVP)

62-73-7 20

180

200

1100

2 Hexaconzole (T) 79983-71-4

--

2000

3 Tebuconzole (T) 107534-96-3 5000

4 Propioconzole (T) 60207-90-1 4000

5 1,2,4-Triazole 288-88-0 2300

6 Profenofos (T) 41198-08-7 2560

Specialty Chemicals

7

Chloral (Trichloro Acetaldehyde)

75-87-6 213 400 400 168

8 Meta Chloro Propio Phenone (3-CPP)

936-59-4 10 15 15 482

9

3-(Bromo ethyl)-2-chloro-4-(methyl sulfonyl) Benzoic Acid (PIA-4)

53250-83-2 25 Nil 25 1600

10 S-Benzyl O, O Diisopropyl

26087-47-8 10 Nil 10 790

3

Phosphorothioate (PIZ)

11

Dimethyl Amine Hydrochloride (DMA - HCl)

506-59-2

10

25

25

1600

12

Iso Propyl Alcohol Hydrochloride (IPA HCL)

7647-01-0 IPA - 12870 &

HCL - 5010

13 Methanolic Hydrochloride 9004-54-0

15800

14 Ethyl Acetate Hydrochloride

5407-04-5 - 5000

15 Ethyl Alcohol Hydrochloride

9004-54-0 - 5000

16 Propionyl chloride 79-03-8 - 24 24 823

17 Propiophenone 93-55-0 - 30 30 4500

18 2-Bromo 3-Chloro Propiophenone

34911-51-8 - 4 4 2000

19 3-Methoxy Propiophenone

37951-49-8 - 4 4 1950

20 3-Hydroxy Propiophenone

13103-80-5 - 4 4 1310

21 Cyano Acetic Acid 372-09-8 - 10 10 1500

22 7-Ethyl Tryptophol (7-ETP)

41340-36-7 - 5 5 391

23 Closantel Amine 57808-65-8 - 5 5 5780

24 Diethyl Ketone 96-22-0 -- 10 10 2900

25 TBPO (Tributyl phosphate)

126-73-8 -- 60 60 2000

Total 286 826 1112

4

List of By-Products with Their Production Capacity

Sr. No.

By-Products CAS No. Production Capacity (MT/Month)

Existing Total after Proposed Expansion

1 Regenerated Sulfuric Acid (72%) 7664-93-9 373.75 653

2 Dilute Hydrochloric Acid (30-32%) 7647-01-0 656* 1200*

Dilute Hydrochloric Acid (20%) 0.723** 1.257**

3 Ethyl Chloride 75-00-3 95.83 180

4 Methyl Chloride 74-87-3 2.29 4.58

5 HBr 10035-10-6 6.45 42

6 Poly Aluminium Chloride (PAC) – 100%

1327-41-9 7.5 46

7 Sodium Hypochlorite (10%) 7681-52-9 90 120

* Existing: (656 - 11.5 = 644.5 MT). 11.5 MT converts to HCl gas & Consumes as raw material in existing products i.e. DMA – Hydrochloride, IPA HCL and Methaonolic Hydrochloride. * Total after Proposed Expansion: (1200 – 25 = 1175 MT). 25 MT will be converted to HCl gas & Consumed as raw material in existing products i.e. 3-CPP, DMA – Hydrochloride, IPA HCL and Methaonolic Hydrochloride and Propiophenone. ** HCl (20%) converts and to be converted to HCl (30-32%) and sell to actual user.

1.3 Raw Materials Consumption

Raw Material Consumption Quantity (MT/MT) CAS No.

Dichlorovos Technical (DDVP)

Chloral 0.668 75-87-6

Tri Methyl Phosphate 0.561 512-56-1

Hexaconzole (T)

Dimethyl sulfate 0.482 77-78-1

Sodium sulfide 0.026 1313-82-2

DCVP[2,4-dichloro valerophenone ]

0.760 61023-66-3

Pot. Hydroxide 0.310 1310-58-3

1,2,4-Triazole 0.245 288-88-0

Pot. carbonate 0.045 584-08-7

DMF 1.210 68-12-2

5

Tebuconazole

1-(4 – Chlorophenyl) 4-4- Dimethyl -3- Pentanoate

675 66346-01-8

Sodium Methoxide 162 124-41-4

Di Methyl Sulfide 186 75-18-3

Solvent - Toluene 1400 108-88-3

1,2,4 - Triazole 206 288-88-0

Solvent - DMF 1100 68-12-2

Propiconzole (T)

DMSO 1.800 108-88-3

Pot. Hydroxide 0.237 1310-58-3

1,2,4-Triazole 0.265 288-88-0

Bromoketal 1.210 1670-47-9

1,2,4 H Trizole

Hydrazine Hydrate 0.473 7803-57-8

Formic Acid 1.360 64-18-6

Ammonia Gas 0.253 7664-41-7

Xylene 0.080 1330-20-7

Profenofos (T)

o-Chloro phenol 0.398 95-57-8

Liquid bromine 0.485 7726-95-6

DETCl 0.566 2524-04-1

TMA 0.709 75-24-1

Propyl bromide 0.363 106-94-5

Sodium hydroxide 0.215 1310-73-2

Chloral

Ethyl Alcohol 0.624 64-17-5

Chlorine 1.925 7782-50-5

Sulfuric Acid (98%) 1.223 7664-93-9

Meta Chloro Propio Phenone (3-cpp)

http://www.chemicalbook.com/ProductChemicalPropertiesCB8105015_EN.htm

http://www.sigmaaldrich.com/catalog/search?term=64-17-5&interface=CAS%20No.&N=0&mode=partialmax&lang=en&region=IN&focus=product

6

Benzoic Acid 1.078 71-43-2

Aluminium Chloride 1.05 7446-70-0

Propionyl Chloride 0.816 79-03-8

Ethylene Dichloride 0.5 107-06-2

Chlorine Gas 0.421 7782-50-5

HCl 0.025 7647-01-0

Hexane 0.1 110-54-3

3-(Bromo ethyl)-2-chloro-4-(methyl sulfonyl) Benzoic Acid (PIA-4)

2-Chloro-6-(methyl thio) Toluene

(PIO)

0.535 82961-52-2

Ethylene Dichloride 2.25 107-06-2

Aluminium Chloride 0.3 7446-70-0

Acetyl Chloride 0.25 75-36-5

Methanol 1.5 67-56-1

Hydrogen Peroxide 0.315 7722-84-1

IPA (Special grade) 0.054 67-63-0

HCl 0.05 7647-01-0

Bromine 0.49 7726-95-6

Ortho Dichloro Benzene 1.0 95-50-1

S-Benzyl O, O Diisopropyl Phosphorothioate (PIZ)

Sodium diiospropyl

phosphorothlate

0.64 12125-02-9

Benzyl Chloride 0.35 100-44-7

Toluene 0.33 108-88-3

Dimethyl Amine Hydrochloride

Dimethyl Amine (40%) 1.11 124-40-3

Dry HCl gas 0.56 7647-01-0

Iso Propyl Alcohol Hydrochloride

7

Iso Propyl Alcohol 0.75 67-63-0

Dry HCl gas 0.25 7647-01-0

Methaonolic Hydrochloride

Methanol 0.75 67-56-1

Dry HCl gas 0.25 7647-01-0

Ethyl Acetate Hydrochloride

Ethyl Acetate 0.671 141-78-6

Hydrochloric Acid 0.329 7647-01-0

Ethyl Alcohol Hydrochloride

Ethyl Alcohol 0.411 64-17-5

Dry HCL gas 0.59 7647-01-0

Propionyl chloride

Propionic Acid 0.8 79-09-4

Thionyl Chloride 1.46 779-09-4

Propiophenone

Propionyl Chloride 0.76 79-03-8

Benzoic Acid / Benzene 0.91 / 0.734 65-85-0 / 71-43-2

AlCl3 1.18 7446-70-0

2-Bromo 3-Chloro Propiophenone

Bromin Soln. 1.05 7726-95-6

3-Chloropropiophenone 0.64 936-59-4

Sodium Thiosulphate 3.19 7772-98-7

Methylene chloride 2.78 75-09-2

3-Methxy Propiophenone

3- Chloropropiophenone 1.02 936-59-4


3-Hydroxy Propiophenone

3- Chloropropiophenone 1.12 936-59-4

8

Sodium Hydroxide 0.27 1310-73-2

Cyano Acetic Acid

Mono Chloro Acetic Acid 1.11 79-11-8

NaCN 0.576 143-33-9

H2SO4 1.153 7664-93-9

Carbon 0.141 7440-44-0

Methyl isobutyl Ketone 1.178 108-10-1

7-Ethyl Tryptophol (7-ETP)

2-Ethyl phenyl hydrazine HCl 1.0 67843-74-7

2,3-dihydro furan 0.44 1191-99-7


Toluene 7.0 108-88-3

Na2CO3 0.04 497-19-8

Closantel Amine

4-Chloro Benzyl Cyanide 0.52 104-83-6

4-Chloro 2 Nitro Toluene 0.59 89-59-8

Methanol 0.11 67-56-1

KOH 0.193 1310-58-3

Sodium Hydrosulfide 0.193 16721-80-5

Toluene 0.316 108-88-3

Activated Carbon 0.041 7440-44-0

Fanvalrate 20% EC

Fanvalrate Tech. 0.225 51638-58-1

Xylene 0.61 1330-20-7

Emulsifier 0.165 97593-29-8

Chloropyriphos 20% EC

Chloropyriphos (T) 0.215 2921-88-2

Aromax C-9 0.725 64742-95-6

9

Emulsifier 0.06 97593-29-8

Chloropyriphos 48% EC

Chloropyriphos (T) 0.511 2921-88-2

Aromax C-9 0.409 64742-95-6

Emulsifier 0.08 97593-29-8

Cypermetherin 25% EC

Cypermetherin (T) 0.27 52315-07-8

Xylene 0.253 1330-20-7

Emulsifier 0.478 97593-29-8

Monocrotophos 36% EC

Monocrotophos (T) 0.27 6923-22-4

Cyclohexanone 0.2525 108-94-1

Cypermetherin 10% EC

Cypermetherin 0.093 52315-07-8

Aromax C-9 0.384 64742-95-6

Emulsifier 0.524 97593-29-8

Dichlorovos Technical (DDVP) 76% EC

Dichlorvos 0.83 62-73-7

Xylene or Aromax C-9 0.099 1330-20-7 or

64742-95-6

Emulsifier 0.071 97593-29-8

2,4,D Ethyl Ester 38% EC

2,4,D Ethyl Ester 0.4 533-23-3

Sulphonate & polyoxy ethelene

ether

0.55 67/548/EEC-

Emulsifier 0.05 97593-29-8

Imida Chlopride 17.8% SL

Imidachlorprid (T) 0.178 138261-41-3

10

Dimethyl sulpfoxide 0.752 67-68-5

Emulsifier 0.07 97593-29-8

Methyl Parathion 50 % EC

Methyl Parathion (T) 0.625 299-00-0

Xylene 0.205 1330-20-7

Emulsifier 0.17 97593-29-8

Mancozeb 75 % WP

Mancozeb (T) 0.882 8018-01-7

Suspensioning Agent (Gum) 0.06 --

China Clay 0.0577 1332-58-7

Acephate 75 % SP

Acephate 0.75 30560-19-1

Aerosol OTB 0.005 577-11-7

Fine Silica 0.245 112945-52-5

Diethyl Ketone

Benzoic acid 0.91 65-85-0

Propionic Acid 1.65 79-09-4

Alumina 0.03 1344-28-1

Calcium Acetate 0.75 62-54-4

TBPO

NBA 0.698 71-36-3

POCL3 2.685 10025-87-3

Caustic Lye 1.185 1310-73-2

1.4 Water Requirement, Waste Water Generation and Treatment & Mode of Disposal

Existing:

Total raw water requirement is 50.2 KL/day (Industrial: 44.7 KL/day + Domestic: 5.5 KL/day)

which is met through GIDC water supply. Total waste water generation is 11.374 KL/day

(Industrial: 6.374 KL/day + Domestic: 5 KL/day). Waste water is treated in existing Effluent

11

Treatment Plant (ETP) of primary treatment (neutralization) facility. Treated effluent is sent

to Common Effluent Treatment Plant (CETP) of M/s. Panoli Enviro Technology Ltd. (PETL),

Panoli for further treatment and disposal.

Total after proposed expansion:

Total raw water requirement will be is 179 KL/day (Industrial: 144 KL/day + Domestic: 24.5

KL/day + Gardening: 10.5 KL/day) which will also meet through GIDC water supply. Total

waste water generation will be 78.5 KL/day (Industrial: 55.0 KL/day + Domestic: 23.5

KL/day). Waste water will be treated in updated existing Effluent Treatment Plant (ETP) of

primary treatment (neutralization) facility.

Existing Treated effluent (6.3 KL/Day) is send to Common Effluent Treatment Plant (CETP) of

M/s. Panoli Enviro Technology Ltd. (PETL), Panoli for further treatment and disposal.

Proposed Treated effluent (44 KL/Day) will be reused into boiler, cooling tower and washing

purpose in plant premises.

1.5 Air Pollution Source and Control Management

Existing:

The sources of flue gas emission are from the stacks attached to Boiler, Dust Collector and

D.G. set (emergency standby). Process gas emission is from one process vent.

Proposed:

Additional sources of flue gas emission will be from the stacks attached to Thermc Fluid

Heater and D.G. sets (emergency standby). No additional process gas emission.

Adequate air pollution control systems are and will be installed to control and prevent

emission from stacks/vent to air.

Adequate stakes heights are and will be provided to Boiler, Dust Collector, Thermic Fluid

Heater and D.G. sets.

Water scrubbers followed by caustic scrubbers are installed to process vent.

As diesel is and will be used as a fuel in D.G. Sets, adequate stacks heights is and will be

provided to control the emission.

12

1.6 Hazardous/Solid Waste Generation and Disposal Mode

SR. NO.

TYPE OF WASTE CATEGORY NO.

QUANTITY MODE OF DISPOSAL

EXISTING (As per current CC&A)

TOTAL AFTER PROPOSED EXPANSION

TOTAL AFTER PROPOSED EXPANSION

1 Used oil 5.1 0.008 MT/Month

0.092 MT/Month

0.092 MT/Month

Collection, Storage & sell to MoEF/GPCB approved vendor.

2 Discarded Drums/Carboys/HDPE Bags/liners

33.1 1.6 MT/Month

(30 #/Month)

92 Nos./Month 92 Nos./Month

1.6 MT/ Month

Collection, Storage, Decontamination & sell to GPCB authorized vendor.

3 ETP sludge 35.3 0.41 MT/Month

2.91 MT/Month

4.0 MT/Month

Collection, Storage & send to common TSDF site of M/s. BEIL, or M/s. SEPPL.

4 Distillation Residue

20.3 -- 9.16 MT/Month

15 MT/Month

Collection, Storage & send to CHWIF of M/s. BEIL or sell to cement industries for co-processing.

5 Spent Solvent from Striper

-- -- -- 50 MT/Month

Collection, Storage & send to CHWIF of M/s. BEIL or sell to cement industries for co-processing.

6 MEE Salt 35.3 -- -- 60 MT/Month

Collection, Storage & send to common TSDF site of M/s. BEIL, or M/s. SEPPL.

1.7 Green Belt

Total 10,290 m2 land area is available at site; out of this area about 2,100 m2 (20.41 %) area

is covered as greenbelt and other forms of greenery.

13

1.8 Power & Fuel Requirements

Power Requirement

Sr. No.

Requirement Source

Existing Total After Proposed Expansion

Existing After Proposed Expansion

1. 1000 KVA 1000 KVA DGVCL (GEB)

D.G. Set - 1 no. - 350 KVA capacity (emergency standby)

DGVCL (GEB)

D.G. Sets - 3 nos. - 500 KVA capacity (1 Nos.) - 380 KVA capacity (1 Nos.) - 250 KVA capacity (1 Nos.) (emergency standby)

Fuel Requirement

Sr. No.

Fuel Requirement (to be used in emergency only)

Existing Total After Proposed Expansion

1. Natural Gas 2290 SM3/day* (206 SM3/day)**

2890 SM3/day

2. Diesel 90 Liter/hr.* (20 Liter/hr.)**

235 Liter/hr.

* Actual quantity used.

** Typographic error in current CC&A valid up to 4/4/2019.

2.0 INTRODUCTION OF THE PROJECT/BACKGROUND INFORMATION

2.1 Identification of the project and project proponent. In case of mining project, a copy

of mining lease/letter of intent should be given.

Identification of the project

Proposed expansion of Specialty Chemicals and Pesticides Technical unit.

Identification of the project proponent

Mr. Navanitlal Wankawalla (Chairman & Managing Director)

Mr. Raj Wankawalla (Executive Director)

Mrs. Sohiniben Wankawalla (Director)

Mrs. Rani Wankawalla (Executive Director)

14

2.2 Brief description of nature of the Project


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

The demand for products intended to be manufactured is increasing in domestic as well as

in international market. To meet this demand, company proposes expansion of existing

manufacturing unit. The project will also save forex as certain products import will be

reduced. This will also generate direct and indirect employment opportunity for various

levels of people.

2.4 Demands-Supply Gap

Based on our informal survey of the market with various manufacturers and traders, we

have found that there is a big potential for the range of the products we are planning.

2.5 Imports vs. Indigenous production

Based on the current cost of indigenous raw materials and the non availability of some

materials, we will have to import some of raw materials as they are not available

indigenously. This will make us very competitive against imported finished products and we

may export our finished products in the international market.

2.6 Export possibility

We shall explore possibility of export of our products.

2.7 Domestic/Export Markets

Our products have good demand in local & international markets. We shall explore

possibility of export of our products.

2.8 Employment Generation (Direct and Indirect) due to project.

Company will give direct employment to local skilled and unskilled people based on

qualification and requirement as per prevailing norms of state government In addition to

direct employment, indirect employment shall generate ancillary business to some extent

for the local population.

15

3.0 Project Description

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

No interlinked project has been submitted.

3.2 Location (map showing general location, specific location and project boundary &

project site layout) with coordinates.

Map showing general location

Specific location and project boundary (Google Map)

Wanksons Chemical Industries Pvt. Ltd.

14

Plot Layout

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.

Major factors involved in the selection of site are listed below:

Site is very well connected by road and rail

Proximity to common effluent treatment and hazardous/solid waste disposal facilities

Availability of sufficient land free from cultivation

Availability of water for industrial use

Availability of power evacuation facilities

Efficient transport facilities within the industrial estate and to & fro the city area.

Environment-friendly zone.

Uninterrupted power supply.

3.4 Size or Magnitude of Operation

Reference: Section-1.0, Sub-section 1.2, Pages No. 2-4 of this report.

3.5 Project Description with process details (a schematic diagram/flow chart showing the

project layout, components of the project, etc. should be given)

Reference: Form-1, Annexure-1, 2 & 3.

3.6 Raw Material required along with estimated quantity, likely source, marketing area of

final product/s, mode of transport of raw material and Finished product.

For raw materials along with consumption quantities

- Reference: Section-1.0, Sub-section 1.3, Pages No. 4-8 of this report.

We will procure raw materials (as and when require) as much as possible from domestic

market.

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

briefly outlined.

Resource optimization/recycling and reuse shall be envisaged.

16

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

given.

Raw water requirement is met through GIDC water supply. And will meet through the same

source after proposed expansion.

Power & Fuel Requirement

Reference: Section-1.0, Sub-section 1.8, Page No. 10 of this report.

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

management/disposal.

Reference: Form-I, Annexure-4, 5 & 6.

3.10 Schematic representations of the feasibility drawing which give information of EIA

purpose.

4.0 Site Analysis

RECONNAISSANCE SURVEY OF EXISTING PLANT ANNUAL REPORT MARKET ASSESSMENT FINANCIAL REPORT PROJECT REPORT

INTRODUCTION

MONITORING OF AIR, WATER & SOIL QUALITY & NOISE LEVELS. DATA ON METEOROLOGY SOCIO-ECONOMIC STATUS & BASIC AMENITIES. SITE VISITS BY AND INTERVIEWS WITH LOCALS

BASELINE ENVIRONMENTAL

STATUS

ENVIRONMENTAL INFORMATION CENTRE CENTRAL GROUND WATER BOARD GUJARAT POLLUTION CONTROL BOARD (GPCB) PUBLIC HEALTH ENGINEERING DEPT. AGRICULTURE DEPARTMENT FOREST DEPARTMENT IRRIGATION DEPARTMENT EMPLOYMENT EXCHANGE HEALTH CENTER CENSUS DEPT. INDIAN METEOROLOGICAL DEPT.

SOCIOECONOMIC STATUS &

INFRASTRUCTURE

PROPOSED PLANT

FACILITY DESCRIPTION

IMPACTS METHODOLOGY OF

IMPACT

ASSESSMENT

IDENTIFICATION & ASSESSMENT OF IMPACTS EVALUATION OF IMPACTS BY MATRIX METHOD

SOURCE OF INFORMATION OVERVIEW OF E. I. A. STUDIES

ACTIVITIES

ENVIRONMENTAL MANAGEMENT PLAN

DESCRIPTION OF EFFLUENT TREATMENT PLAN, AIR POLLUTION CONTROL, HAZARDOUS WASTE MANAGEMENT, GREEN BELT DEVELOPMENT MONITORING PROGRAM

RISK ANALYSIS STUDIES & DISASTER

MANAGEMENT PLAN

SAFETY, HEALTH & ENVIRONMENTAL POLICY, GUIDELINES BY DIRECTOR GENERAL OF FACTORY SAFETY, MINISTRY OF LABOR. CONSEQUENCE ANALYSIS

PREPARATION OF DISASTER MANAGEMENT PLAN

17

4.1 Connectivity

Site is very well connected by road and rail.

Availability of water, power, etc.

4.2 Land Form, Land Use and Land Ownership

(Courtesy: Environmental Information Center, New Delhi)

18

4.3 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. In case of the notified industrial area, a copy of the Gazette

notification should be given.


AREAS UNDER DIFFERENT LANDUSE

SR.

NO.

LANDUSE

CLASSIFICATION

AREA WITHIN 10 KM OF

PROJECT LOCATION

PERCENTAGE OF TOTAL

AREA

1 Agriculture 80.32 25.56

2 Fallow Land 135.48 43.11

3 Habitation, Settlement 31.34 9.97

4 Marshy Land 0.20 0.06

5 Miscellaneous Land 28.44 9.05

19


4.4 Existing Infrastructure









6 Degraded Vegetation 1.98 0.63

7 Water 2.36 0.75

8 Open & Barren Land 33.37 10.62

9 River 0.74 0.24

Total 314.23 100.00

20

4.5 Soil Classification

Soil Characteristics under project area are as below Table;

Mapping Category

Area in (Sq km)

Description Taxonomy1

Taxonomy2

Class Sub_Class

Soil Unit (Order)

Physiography

Depth Erosion Drainage Surface Texture

pH Salinity/Alkalinity

Calcareousness

Fertility

B 54.85

Very deep, moderately well drained, fine soils on very gently sloping basalic interfluves with slight erosion; associated with deep well drained, calareous fine soils with slight erosion

Fine, montrmorillonitic, hyperthermic Typic Chromusterts

Fine, montmorillonitic (calcareous) hyperthermic Vertic Ustochrepts

Soils of west coast (soils of Gujarat plain)

Soils of interfluves

Vertisol/ Inceptisol

Very Gently sloping

Very Deep- Deep

Slight Mod. Well

Fine Neutral Nil Calcareous

Medium

C 0.12 Very deep, moderately well drained, fine soils on very gently sloping basaltic interfluves with moderate erosion; associated with very deep, well drained, fine soils with moderate erosion

Fine, montmorillonitic, hyperthermic Typic Chromusters

Fine, montmorillonitic, hyperthermic Vertic Ustochrepts


Soils of interfluves

Vertisol/ Inceptisol

Very Gently sloping

Very Deep

Moderate

Mod. Well

Fine Neutral Nil Nil Medium

21

D 103.33

Very deep, moderately well drained, fine soils on nearly level alluvial plain with slight erosion and slight salinity; associated with deep, moderately well drained calcareous fine soils with slight erosion and slight salinity

Fine, montmorillonitic, isohyperthermic Vertic Ustropepts

Fine, montmorillonitic (calcareous), isohyperthermic Vertic Ustropepts


Soils of alluvial plains

Inceptisol Nearly level alluvial

V.Deep-Deep

Slight Mod. Well

Fine Slightly alkaline

Slight Salinity

Calcareous

Medium

G 63.34

Very deep, moderately well drained, fine soils on very gently sloping alluvial plain with moderate erosion; associated with very deep, moderately well drained, fine soils on nearly level lands with slight erosion.

Fine, montmorillonitic, hyperthermic Typic Chromusters

Fine, montmorillonitic, hyperthermic Vertic Ustochrepts



Vertisol Very gently sloping

Very Deep

Sligt-Mod.

Mod. Well

Fine Soil

Slightly alkaline

Nil Nil Medium

22

H 80.95

Very deep, moderately well drained, fine soils on neraly level alluvial plain with slight erosion; associated with very deep moderately well drained, calcareous, fine soils on gently sloping lands with severe erosion

Fine, montmorillonitic, hyperthermic Typic Chromusterts

Fine, montmorillonitic (calcareous), hyperthermic Typic Chromusterts



Vertisol Nearly level aluvial

Very Deep

Slight-Severe

Mod. Well

Fine Soil

Slightly alkaline

Nil Nil Low- Medium

J 1.36 Very deep, moderately well drained, fine soils on very gently sloping alluvial plain with moderate erosion and moderate salinity; associated with very deep, moderately well drained calcareous, fine soils with moderate erosion

Fine, montmorillonitic, isohyperthermic Typic Chromusterts

Fine, montmorillonitic, (calcareous), hyperthermic Udic Chromusterts



Vertisol Very gently sloping

Very Deep

Moderate

Mod. Well

Fine Soil

Slightly alkaline

Moderate

Nil Low- Medium

23

K 7.83 Moderately deep, moderately well drained, fine soils on nearly level alluvial plain with slight erosion and moderate salinity; associated with very deep, moderately well drained, calcareous, fine soils with slight erosion and slight salinity


Fine, montmorillonitic, (calcareous), isohyperthermic Udic Chromusterts



Vertisol Nearly level

Mod. Deep-V.Deep

Slight Erosion

Well- Mod.

Fine Soils

Slightly alkaline

Moderate

Nil Medium

L 1.31 Very deep, moderately well drained, fine soils on nearly level alluvial plain with slight erosion and moderate salinity; associated with very deep, imperfectly drained, calcareous, very fine soils with slight erosion and moderate salinity


Very-fine, montmorillonitic (calcareous), isohyperthermic Udit Chromusterts



Vertisol Nearly level

Very Deep

Slight Erosion

Weel Drained-

Fine Soils-V.Fine Soils

Slightly alkaline

Moderate

Nil Medium

(Courtesy: Environmental Information Centre, New Delhi)

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SOIL CHARACTERISTICS MAP

(Courtesy: Environmental Information Centre, New Delhi)

4.6 Climatic data from secondary sources.

Climatic data from primary & secondary sources will be incorporated in EIA Study.

4.7 Social infrastructure available.

Depending on the growth of the company the required social infrastructure will be

provided.

5.0 Planning Brief

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

planning/Development authority classification.


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5.2 Population Projection

Population data will be incorporated in EIA report.

5.3 Land use planning (breakup along with green belt etc.)

Industrial Area (Processing Area)

Processing Area (Plant facilities, R&D, ETP Area and Engineering/Utility Services) = 2,980 m2

(approx.)

Residential Area (Non Processing Area)

Non Processing Area (Green belt, Raw material storage area, finished storage area,

Administration Building, Parking, road and open area) = 7,310 m2 (approx.)

5.4 Assessment of Infrastructure Demand (Physical & Social)

Employment will be as per prevailing norms of state government for skilled and

unskilled people.

Social Welfare shall be done.

Cordial relation with the industry shall be established and representation shall be made

to villagers for help for creation of facilities related to health, education, etc.

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5.5 Amenities/Facilities

Details of amenities available in study area

Taluka Village Educational Medical Drinking Water Post & Telegraph

Communication Approach to Village

Nearest Town

Power Supply

Ankleshwar Bharan P(2) CWC, PHS T, W PO BS PR, KR Kosamba- 8 EA

Amboli P(2) -(- 5 KMS.) W, TK PO, Phone BS PR, KR Ankleshwar-1 EA

Boidara P(2) -(- 5 KMS.) T, W PO, Phone BS PR, KR Ankleshwar-1 EA

Nangal P(2) CHW T, W PO, Phone BS PR, KR Ankleshwar-6 EA

Hajat P(2), Ac -(- 5 KMS.) T, W PO, Phone BS PR, KR Ankleshwar-12 EA

Adol P(2) PHS, FPC, CHW T, W PO BS PR, KR Ankleshwar-11 EA

Umarwada P(3), O PHS, RP T, W, HP PO, Phone BS PR, KR Ankleshwar-6 EA

Safipura UNINHABITED

Kapodara P(2),O PHS, CHW, FPC T, W PO, Phone BS PR Ankleshwar-7 EA

Bhadkodara P(2) CHW T, W PO, Phone -(- 5 KMS.) PR, KR Ankleshwar-7 EA

Piraman P(3), Tr, O PHS T, W PO, Phone BS PR, KR Ankleshwar-1 EA

Kosamadi P(6), O PHS, RP(3) T, W, HP PO, Phone BS PR, KR Ankleshwar-12 EA

Bakrol P(2) CHW T, W, HP -(-5 KMS) BS PR, KR Ankleshwar-8 EA

Sanjali P(2), O CHW T, W PO, Phone BS, RS PR, KR Ankleshwar-10 EA

Alonj P(2), O CHW T, W, HP PO BS PR, KR Ankleshwar-15 EA

Piludara P(2) -(10+ KMS) T, W PO, Phone BS PR Ankleshwar-13 EA

Telva P(2), Ac, O CHW T, W -(-5KMS) BS PR Ankleshwar-16 EA

Pardi Idris P(2) CHW T, W Po BS PR, KR Ankleshwar-12 EA

Adadara P(2) CHW T, W -(-5 KMS.) BS PR Kosamba-7 EA

Utiyadara P(2) -(-5 KMS) T, W -(-5 KMS) BS PR Kosamba-3 EA

Karmali P(2),O -(-5 KMS) T, W Phone BS PR Ankleshwar-13 EA

Ravidra P(2), O PHC, CHW T, W PO, Phone BS PR Ankleshwar-10 EA

Panoli

P(3), H, O H, MH, CWC, PHS, D, FPC, NH, RP, SMP, CHW

T, W PTO, Phone BS, RS PR Ankleshwar-10 EA

Kharod P(3), H, O CWC, PHC, CHW T, W PO, Phone BS PR, KR Ankleshwar-10 EA

Bhadi P(2), O -(-5 KMS) T, W PO BS PR, KR Ankleshwar-12 EA

Mangrol Hathuran P(3), Ac(3) PHS T, W, TK, TW, C PO, Phone BS, RS PR, KR Kosamba-5 EA

Nana Borsara P, Ac -(5-10 kms) T, W, TK -(-5 KMS.) -(-5KMS) KR Kosamba-5 EA

27

Dhamdod P, Ac, O CHW T, W, TK PO BS PR, KR Kosamba-5 EA

Nandvav P, Ac(2) PHS, CHW T,W, TK, C, N PO BS PR, KR Kosamba-10 EA

Moti Pardi P, Ac CWC, CHW T, W, TK, C -(5-10 Kms) BS PR, KR Kosamba-16

Dinod P PHS, FPC, CHW T, W, TK PO BS KR Kosamba-8 EA

Boridara P CHW T, W, TK PO BS KR Kosamba-15 EA

Mahuej P, Ac(2), O PHS T, W, TW, TK, C PO, Phone BS PR, KR Surat-31 EA

Hansot Ghodadara P(2), O CHW T, W, TK, C PO BS PR, KR Ankleshwar-8 EA

Valia Kondh P(4), H, O PHS, D, FPC, RP, CHW T, W PO BS PR, KR Ankleshwar-12 EA

(Courtesy: Census Dept., GOI)

ABBREVIATIONS

1. Education P-Primary Elementary School H-Matriculation or Secondary O-Other Educational Institution PUC-Higher Secondary/Intermediate/pre-University/junior Collage AC – Adult literacy class TR – Training center

3. Drinking Water T-Tap Water HP-Hand Pump TK-Tank Water W-Well Water R-River Water C-Canal N - Nallah S – Spring

5. Transportation RS- Railway Station BS-Bus Station NW-Navigable Waterway

2. Medical Facilities RP-Registered Private Practitioner PHS-Primary Health Centre FPC-Family Planning Centre D- Dispensary CHW - Community Health Worker/Health Worker H - Hospital NH - Nursing Home MH - Maternity Home PHC - Public Health Centre CWC - Child Welfare Centre TB - T.B Clinic O – Others

4. Post & Telegraph PO-Post Office PTO-Post & Telegraph Phone-Telephone Communication

6. Approach to Village PR-Pucca Road KR-Kuccha Road

7. Power Supply EA-Electricity for all purposes EAG - Electricity for Agriculture ED - Electricity for domestic EO - Electricity for other purpose like Industrial, Commercial etc.

28

6.0 Proposed Infrastructure 6.1 Industrial Area (Processing Area)

Processing Area (Plant facilities, R&D, ETP Area and Engineering/Utility Services) = 2,980 m2

(approx.)

6.2 Residential Area (Non Processing Area)

Non Processing Area (Green belt, Raw material storage area, finished storage area,

Administration Building, Parking, road and open area) = 7,310 m2 (approx.)

6.3 Green Belt

Total 10,290 m2 land area is available at site; out of this area about 2,100 m2 (20.41 %) area

is covered as greenbelt and other forms of greenery.

6.4 Social Infrastructure

Water Supply by GIDC.

Power supply by DGVCL and D.G. Sets (emergency standby)

6.5 Connectivity (Traffic and Transportation Road/ Rail/Metro/ Water ways etc.)

Major factors involved in the selection of site are listed below:









29

6.6 Drinking water Management (Source & Supply of water)

Total water requirement is and shall be met through GIDC water supply.

6.7 Sewerage System

Sewage pipes are laid in entire premises for the removal and disposal of mainly non-harmful

liquid wastes from offices, canteen and domestic waste to be came from different sections

of unit. These liquid wastes are sent to septic tank & soak pit. The same system will be

followed after proposed expansion.

6.8 Solid Waste Management

Reference: Section-1.0, sub-section 1.6, Page No. 9 of this report.

6.9 Power Requirement & Supply/Source

Reference: Section-1.0, sub-section 1.8, Page No. 10 of this report.

7.0 Rehabilitation and Resettlement (R & R) Plan

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

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

Proposed expansion activity will be carried out within GIDC, Panoli, Taluka: Ankleshwar so

there is no habitation on proposed project area, so R & R policy is not applicable to this

project. There shall not be displacement of any population in proposed expansion project.

Proposed expansion project will likely boost the commercial and economical status of the

locality up to some extent.

8. Project Schedule & Cost Estimates

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

the project to be given).

We shall start construction after getting EC and shall start operation after applying for CCA.

30

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

project.

Total capital investment for the proposed expansion project is Rs. 3.5 crores.

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.

Employment will be as per prevailing norms of state government for skilled and

unskilled people for the proposed project.

Social Welfare shall be done.

Cordial relation with the industry shall be established and representation shall be made

to villagers for help for creation of facilities related to health, education, etc.

Documents

PROPOSED EXPANSION OF PESTICIDES TECHINCAL (200 … · 7-Ethyl Tryptophol (7-ETP) 41340-36-7 - 5 5 391 23 Closantel Amine 57808 -65 8 5 5780 24 Diethyl Ketone 96-22-0 -- 10 10 2900