m/s. krima sil pvt. ltd., gidc, ankleshwar executive...

M/s. KRIMA SIL PVT. LTD., GIDC, ANKLESHWAR

1 M/s. Jyoti Om Chemical Research Centre Pvt. Ltd

1.0 EXECUTIVE SUMMARY

1.1 COMPANY PROFILE

M/s. Krima Sil Pvt. Ltd. is an existing small scale unit located at plot No: Plot No. 3613,

GIDC Estate, Behind Telephone Exchange Ankleshwar- 393 002, Dist: Bharuch , Gujarat for

the manufacturing of Pigment- Green-7(Copper Phathalocyanine Green) with installed

capacity of 3 MT/Month.

Now, to meet the market demand, the unit proposed to augment production capacity of

Pigment- Green- 7(Copper Phathalocyanine Green) with the additional capacity of 147

MT/Month. Hence the overall production capacity after proposed expansion will be 150

MT/Month. List of product and by- product is given below in Table No. 1 (a) & 1 (b)

TABLE: 1

LIST OF PRODUCT & BT PRODUCT

1.2COST OF PROJECT

The expected cost of project is Rs 650 Lacs. The total plot area of the unit is 5060 Sq. mts

and total green belt area is1131.32 M2.

1.3 RAW MATERIAL CONSUMPTION

Raw materials are used are CPC blue, Aluminium Chloride, Sodium Chloride, Cupric

Chloride, Sodium Hydroxide, D.A. / Additives, Mono Chloro Benzene, Chlorine etc.

Sr.

No

Name of product Existing capacity in MT/Month as per AWH-84549

Proposed capacity in MT/Month

Total capacity in MT/Month

1. PIGMENT GREE-7 (Copper Phthalocyanine Green)

3 MT/Month 147 MT/Month 150 MT/Month

2.

Poly Aluminium Chloride AND /OR

--- 750 MT/Month 750 MT/Month

Aluminium Chloride Hexahydrate

--- 268 MT/Month 268 MT/Month



1.4 FUEL AND ELECRICITY CONSUMPTION

The unit is using Natural Gas and wood as a fuel. The existing consumption of Natural Gas is

150 NM3/Day and wood is 700 Kg/ Day. After proposed expansion unit will be used unit will

use Natural Gas, wood/coal, and Diesel as a fuel. The total quantity of Natural Gas will be

1400 NM3/Day, wood/coal will be 15 MT/Day and Diesel after proposed expansion will be

0.2 KL/Day.

The connected existing electricity is 100 KW. After product quantity expansion required

electricity will be 150 KW. Total electricity form DGVCL will be 250 KW.

1.5WATER CONSUMPTION

Water consumption permission for Domestic purpose and Industrial purpose is 1.5 KL/Day,

and 31 KL/Day by order. Due to proposed expansion, more water requirement for industrial

purpose will be 165.6 KL/Day. There will be no requirement for Domestic purpose. So, total

water necessity will be 170.6 KL/Day (Fresh water 92.6 KL/Day+ Recycled water 78

KL/Day).

WASTE WATER GENERATION

The total industrial waste water generation form the unit is 23 KL/Day and the domestic

waste water generation is 1.5 KL/Day. After expansion, extra waste water generation form

process will be 60 KL/Day. Thus, total effluent generation from the industry will be 102.5

KL/Day.

1.6 GAS EMISSION FLUE GAS EMISSION There is a flue gas emission from the Boiler, Thermic Fluid Heater and Air Heater. There will

be common stack of boiler 1(Capacity: 1 MT/ hr.), Air heater (Capacity: 6 lacs K. Cal/hr),

boiler (Capacity: 3 MT/Month) and Thermic heater (Capacity: 3 lacs K. Cal/hr).

There will be Boiler and D.G. set standby facilities.

PROCESS GAS EMISSION

The source of the process gas emission form the manufacturing of Pigment- Green- 7(Copper

Phathalocyanine Green) is the chlorination and drowning reaction during which HCl and Cl2

gas is generated. There is a stack for process emissions.



1.7HAZARDOUS WASTE MANAGEMENT

The Hazardous wastes from the unit are ETP sludge, Used Oil, Discarded

containers/Bags/Liners and MEE Salt.

2.0 INTRODUCTION

2.1 THE PROJECT

M/s. Krima Sil Pvt. Ltd. is involved in the manufacturing synthetic Organic Pigments at Plot

no: 3613, GIDC Estate, Behind Telephone Exchange Ankleshwar- 393 002, Dist: Bharuch,

Gujarat. The list of Product and By- Product is mentioned in Table No: 1 &2.

2.2 PROJRCT PROPONENT

KRIMA SIL PVT. LTD., an ISO 9001:2008 Certified Company, is engaged in the

manufacturing and dealing in a verity of high performing Phathalocyanine Pigments. Backed

with advanced technology , they have been developing unmatch quality Phthalocyanine

Green Pigment. Adhering to strict quality norms, they produce Phthalocyanine Pigment

Green as per the national and international quality norms. Prepared for high quality base

materials, using eco friendly ingredients & sticking on good manufacturing procedures, theirs

Phthalocyanine Pigment Green- 7 is resistant to light, weather, heat, chemical, solvents and

other substance. They are sell out the products in India, USA, UK, Denmark, Netherlands,

Spain, Italy, Germany, France, Romania, Argentina, Brazil, Egypt, Turkey, China, Japan, S.

Korea, Taiwan, Vietnam, Indonesia, Thailand, Singapore, Australia, Kenya, South Africa and

many other countries.

Quality policy:

Quality is the Buzzword at Krima Sil Group since it is the backbone of success in present-day

competitive environment. As such we have invested in a well equipped laboratory manned by

component staff to ensure that a strict vigil is maintained at various parameters during

manufacturing stage.

The R & D helps in new product development, process perfection and upgrading existing

product range. It also contributes towards great efficiency in products, minimizing waste,

reducing delay and cost without any compromise on quality.



The name and address of Partners are given in Table 2.

TABLE: 2

LIST OF DIRECTORS

Sr. No Name Address

1. Mr. Nagjibhai Madhabhai Ladumor Sanskruti Cottage, 10, Advance Co-op.Hsg.Society, GIDC Ankleshwar- 393 002.

2. Mrs. Godavari Nagjibhai Ladumor Sanskruti Cottage, 10, Advance Co-op.Hsg.Society, GIDC Ankleshwar- 393 002.

3. Mr. Dhruvesh Nagjibhai Ladumor Sanskruti Cottage, 10, Advance Co-op.Hsg.Society, GIDC Ankleshwar- 393 002.

2.3 NATURE OF PROJECT

The proposed project is for expansion of CPC Green-7 form 3 MT/Month to 147 MT/Month.

After expansion total production quantity is 150 MT/Month.

2.4 MARKET FEASIBILITY

The promoters are already engaged in manufacturing and marketing of High performing

Phthalocyanine Pigments. Pigments are used in plastic industries, paint industries, textile

industries. The proposed company has developed state of art technique for manufacture of

High performing Phthalocyanine Pigments, for which already established market exists.

There is regular use of these products and has demand in local market as well as in export.

This will meet the local demand and generate employment.

2.5 EMPLOYMENT GENERATION DUE TO THE PROJECT

The details are given below.



TABLE: 3

DETAILS OF MANPOWER

Sr.

No. Phase of Project

Type of

Labor No. of Worker

1 During construction Contractual 25

2 During commissioning

Contractual 20

3 During operations

Managerial 12

Skilled 30

Un-skilled 60

Total: 147

3.0 PROJECT DESCRIPTION 3.1 TYPE OF THE PROJECT

The proposed project is not including interlink and interdependent project.

3.2 PROJECT LOCTION

The proposed project site located at Plot No. 361, GIDC Estate, Behind Telephone

Exchange, Ankleshwar, Dist: Bharuch in the state of Gujarat. It is approximately 15 km

distance from district head quarter Bharuch. The approximate geographical positioning of

the project site is at Latitude: 21°37′07.05″ N Longitude: 73°01′52.51″ E. The location of

the project site can be identified from the location map shown in Figure: 2

the salient features of the location of the project site are presented in below Table.4.



TABLE: 4

SALIENT FEATURES OF THE PROJECT SITE

Particulars Details

Village Ankleshwarabout 1.5 KM

Taluka/ Tehsil Ankleshwarabout 1.5 KM

District Bharuchabout 15 KM

Approx. Geographical positioning Latitude: 21°37′07.05″N

Longitude: 73°01′52.51″E

Nearest City Bharuch about 15 KM

Nearest Town Ankleshwar about 1.5 KM

Nearest Highway National Highway No. 8 about 3.9 KM

Nearest State highway National Highway No. 8 about 3.9 KM

Nearest Railway line/ Railway station Ankleshwar Railway Station about 6.3 KM

Nearest Airport/ Airbase Vadodara about 94 KM

FIGURE 1

LOCATION OF THE PROJECT SITE

Ankleshwar Industrial area Panoli Industrial area Jhagadia industrial area Priaman CETP Canal Piraman to Katiyajal Effluent Pipe Jhagadia to Piraman CETP Panoli to Piraman CETP

PROJECT SITE



FIGURE: 2

AERIAL VIEW OF THE 5 KM RADIAL PERIPHERY FROM THE PROJECT SITE

3.3 SITE SELECTION

This is expansion project. So the proponent did not consider any other alternative site for

proposed expansion. The existing plot has sufficient area for carrying out expansion.



3.4 NEIGHBOURING INDUSTRIES

The industry is located in an area, which is already industrialized. The industries in the

vicinity of the proposed project are given in the Table 5:

TABLE 5

NEARBY INDUSTRIES IN THE VICINITY

Sr.

No.

Name of Industry Direction with

respect to

project site

Address

1. SPC Life Science East 3611/1-4 GIDC Estate, GIDC,

Ankleshwar-393001

2. Vihita Chem. Pvt. Ltd South 3709/1&2/ GIDC Ankleshwar- 393002

3. Varun Dyes West 3614 GIDC Estate Ankleshwar-393002

4. Resin & Pigments North 3607 GIDC Estate, GIDC, Ankleshwar

3.5 SIZE OF PROJECT The expected cost of proposed project is Rs. 650 Lacs.

Environment Protection and safety systems have also been considered in planning the Cost

Projection. Green belt development, provision of fire extinguishers etc. are also calculated.

The following table shows the break-up of the proposed project cost.

TABLE 6

CAPITAL COST OF PROJECTION

Sr. No.

Purpose Proposed (Rs. In Lacs)

1. Land Exists 2. Building 1553. Plant and Machinery 345 4. Q. A. Lab set up 30 5. Environment Protection & Safety A] Effluent Treatment Plant 110 B] Safety Equipment (PPEs, fire extinguishers, Ventilation,

etc.) 5

C] Green Belt Development 2 D] Fire 3 Total 650



3.6 PROCESS TECHNOLOGY

Process details like process description for each grade of products are covered separately in

Annexure-6 of Form-1.

3.7 RAW-MATERIALS

The proposed product is CPC Green the required raw materials will be purchased from the

local/ Indian market. Details of raw-material consumption are covered in Annexure-5 of

Form-1.

3.8 RESOURCE OPTIMIZATION/RECYCLING AND REUSE 3.8.1 SOLVENT RECOVERY Mono Chloro Benzene is the solvent to be used in the process. There will be provision of

recovery of solvent.

3.9 RESOURCE REQUIREMENTS

3.9.1 LAND The plot had been purchased by M/s. Krima Sil Pvt. Ltd., GIDC. The total plot area of the

unit is Area 5060 Sq.Mt.

3.9.2 BUILDING

When the building will be constructed, the cost will be 155 lakhs. Bifurcation of cost of

capital project is shown in Table No. 6.

3.9.3 POWER AND FUEL

The unit’s power and fuel requirement is provided in Table 7. There will not be any increase

in fuel consumption.



TABLE 7

POWER AND FUEL REQUIREMENT

3.9.4 WATER

The category wise bifurcation of the water requirement is given in Table no 8. The source of

water will be from GIDC water supply scheme. There will be no change in Proposed Water

consumption due to Proposed Expansion.

TABLE 8

DETAILS OF WATER CONSUMPTION

Sr. No

Particulars Existing Water Consumption KL/ Day

Proposed Water Consumption KL/Day

Total Water Consumption KL/Day

Fresh Recycle Total Fresh Recycle Total

1. Domestic 1.5 1 0.5 1.5 2.5 0.5 3

Gardening 0 0.5 1.5 2 0.5 1.5 2

2. Industrial

1) Process 15 46 36.3* 82.3 61 36.3* 97.3

2) Washing 6.5 2.9 26.9* 29.8 9.4 26.9* 36.3

3) Boiler & Cooling 9.5 9.7 12.8* 22.5 19.2 12.8* 32

Total Industrial 31 58.6 76 134.6 89.6 76 165.6

SR.

NO

FUEL QUANTITY (As per CCA No:-

AWH-84549 )

QUANTITY (As per proposed

expansion)

TOTAL

QUANTITY

FUEL REQUIREMENT

1. Natural Gas 150 M3/ Day 1250 M3/ Day 1400 M3/ Day

2. Wood/ Agro Waste/

Briquettes 0.7 MT/ Day

14.3 MT/ Day 15 MT/ Day

3. Diesel --- 0.2 KL/Day 0.2 KL/Day

POWER REQUIREMENT

1. Electricity 100 KW 150 KW 250 KW



Total Water Consumption (Domestic + Industrial)

32.5 138.1 170.6 KLD ( Fresh Water 92.6 KLD +

Recycle Water 78 KLD)

• *Recycle water from R.O.

3.9.5 MANPOWER

The manpower required for the project as well as during the construction/ commissioning

activities will be employed from the local area. The details are provided in Table 3.

3.10 MITIGATION MEASURES & EMP

based on overall manufacturing & operation activities, the mitigation measures have been

proposed by the company for the control of the anticipated pollution load.

3.10.1 WASTEWATER MANAGEMENT

The category-wise bifurcation of the anticipated wastewater generation details is given in

Table 9. There will be no change in Proposed Wastewater generation due to Proposed

Expansion.

TABLE 9

DETAILS OF WASTEWATER GENERATION

Sr.

No

Particulars Existing Waste

Water

Generation KL/

Day

Proposed Waste

Water

Generation

KL/day

Total Waste

Water

Generation

KL/Day

1. Domestic 1.5 1 2.5

Gardening -- --

2. Industrial

Process 14.5 45.5 60

Washing 5.5 30.5 36

Boiler & Cooling 3 1 4

Total Industrial 23 77 100

Total Waste Water Generation

(Domestic + Industrial)

24.5 78 102.5



FIGURE: 3

Water Balance Diagram

Internal Water Recovery 36.3 KLD

Total Water Consumption 170.6 KLD

(92.6 KLD Fresh water+ 78 KLD Recycle water)

Industrial Purpose 165.6 KLD

Domestic Purpose 5 KLD

Production

97.3KLD (Fresh 61 KLD+

Recycle 36.3 KLD)

Washing 36.3 KLD

(Fresh 9.4 KLD+ Recycle 26.9 KLD)

Boiler & Cooling 32 KLD

(Fresh 19.2 KLD + Recycle 12.8 KLD)

Domestic

5 KLD (Fresh 3 KLD+ Recycle 2 KLD)

Gardening

2 KLD

Washing+ Filter 60 KLD

Washing 36 KLD

Boiler & Cooling Blow Down

4 KLD

Domestic Effluent 2.5 KLD

ETP 102.5 KLD

RO 102.5 KLD

RO Permeate 78 KLD

RO Reject 24.5 KLD

Discharge at NCTL

Loss 1 KLD

Loss 19.8 KLD

Steam 8.2 KLD



3.10.1.2 WASTEWATER CHARACTERISTICS

Industrial wastewater will be generated from process, cooling tower and boiler. The expected

characteristics of industrial wastewater are provided in Table 9.

TABLE 10

WASTE WATER CHARACTERISTICS

Sr. No

Parameters Units Before Treatment

After Treatment

1. Temperature Centigrade 35oC 33 oC 2. pH pH Units 3.7 7.55 3. Colour Pt. Co. Sc. 18 <2.5 4. Total Dissolved Solid mg/Lit 8324 2270 5. Suspended Solid mg/Lit 145 12 6. Ammonical Nitrogen mg/Lit 32 4 7. Chloride mg/Lit 6230 2150 8. Sulphate mg/Lit 140 55 9. Chemical Oxygen

Demand mg/Lit 272 104

10. Oil & Grease mg/Lit 2 BDL 11. Copper mg/Lit 97 N. A. 12. Biological Oxygen

Demand (3days 27 oC ) mg/Lit 85 27

3.10.1.3 WASTEWATER TREATMENT & DISPOSAL

The unit has already proposed ETP. The domestic waste of 2.5 KL/Day will be treated in

units own Sewage Treatment Plant and Industrial waste water of 165.6 KL/Day in unit’s own

ETP.

The industrial waste water will be treated in units own ETP having primary, secondary and

tertiary treatment facilities.

3.10.2 GASEOUS EMISSIONS & CONTROL 3.10.2.1 FLUE GAS EMMISION

There is a flue gas emission from the Boiler, Thermic Fluid Heater and Air Heater. There will

be common stack of boiler 1(Capacity: 1 MT/ hr.), Air heater (Capacity: 6 lacs K. Cal/hr),

boiler (Capacity: 3 MT/Month) and Thermic heater (Capacity: 3 lacs K. Cal/hr).

There will be Boiler and D.G. set standby facilities.



TABLE 11

DETAILS OF FLUE GAS EMISSIONS

Sr.

No

Stack Attached To Stack

Height in

Meter

Type

Fuel

Air Pollution

Control

System

Parameter Permissible

Limit

EXISTING EQUIPMENTS

1. Boiler/ Air Heater 12

Agro

Waste/

Briquettes

/ Natural

Gas

Multi Cyclone

separator

Particulate

Matter

SO2

NOX

150 mg/Nm3

100 ppm

50 ppm

2. Thermic Fluid

Heater 12

Natural

Gas ----

PROPOSED EQUIPMENT

1. Boiler 1

(1 MT/hr per each)

And

Air Heater

(6lacs K. Cal/hr)

12

Agro

Waste/

Briquettes

Natural

Gas

Multi Cyclone

separator

Particulate

Matter

SO2

NOX

150 mg/Nm3

100 ppm

50 ppm

2. Thermic Fluid

Heater

(3 lacs K. Cal/hr)

And

Boiler *

(3 MT/hr)

12

Wood/

Natural

Gas

Multi Cyclone

separator

3. D. G. Set*

(125 KVA) 12 Diesel

----

• *There are Boiler and D. G. Set standby facilities. There will be alternative fuel for

Boiler. Wood/ Agro Waste, and Natural Gas will be used alternatively.

3.10.2.2 PROCESS EMISSIONS

The process emissions from the manufacturing activities are given in following Table. The

details of air pollution control system are also mentioned in same table.



TABLE 12

DETAILS OF PROCESS GAS EMISSIONS

Sr. No Stack Attached To Stack

Height in

Meter

Air Pollution

Control

System

Parameter Permissible

Limit

Existing Equipment

1. Glass Lined Reactor 17 Two Stage

water scrubber

+ Caustic

Scrubber

HCl

Cl2

20 mg/ Nm3

09 mg/ Nm3

Proposed Equipment

1. Glass Lined Reactor

17 Two Stage

water scrubber

+ Caustic

Scrubber

HCl

Cl2

20 mg/ Nm3

09 mg/ Nm3

3.10.2.3 FUGITIVE EMISSIONS

The unit will be using various types of volatile or low boiling chemicals. Hence, chances of

fugitive emissions are exist if proper control measures are not adopted. In view of this,

following steps will be taken to reduce chances of fugitive emissions:

• All raw-materials will be stored in drums/ bags/tanks in a well-ventilated raw material

storage area.

• All reactions will be taken in closed reactor system.

• The fugitive emissions in terms of handling losses will be reduced by proper storage and

handling. Raw-material feeding will be carried out by pumps. There will be no manual

handling.

• Regular monitoring will be done of piping and fittings for checking of any leakages.

• Good housekeeping will be maintained in the plant.



3.10.3 HAZARDOUS/ NON-HAZARDOUS WASTE MANAGEMENT

The following type of hazardous waste will be generated from the operational activities. All

the waste will be stored separately in a designated storage area.

TABLE 13

DETAILS OF HAZARDOUS WASTE

Sr. No

Waste Category Quantity/ Month (As per Existing)

Quantity/ Month (As per Proposed Expansion

Total Month

Facility

1. ETP Waste 35.3 120 MT/Month

780 MT/Month

900 MT/ Month

Collection, Storage, Transportation, Disposal at TSDF- BEIL, Ankleshwar

2. Used oil 5.1 3 KL/Year -- 3KL/Year Collection, Storage, Transportation, Disposal by selling to Registered re-finer.

3. Aluminium Chloride Solution (If the AlCl3 will not be sold, then It will be sold after converted into PAC or Aluminium Chloride Hexahydrate )

B30 60 MT/ Month

725 MT/ Month

785 MT/ Month

Collection, Storage, Transportation, either by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste.

4. Hypo Chloride B7 6 MT/ Month

54 MT/Month

60 MT/ Month

Collection, Storage, And reused in process as captive consumption within unit

5. Spent Hydrochloric Acid

B10 -- 100 MT/ Month

100 MT/Month

Collection, Storage, Transportation, either by sell out to authorized users who is having authorization with valid CCA and rule 9 permission to receive this waste.

6. Discarded Bags/ Liners

33.1 600 Nos./Year

5400 Nos./Year

6000 NOs/ Year (48

Collections, Storage , Transportation,



(4.8 MT/Year)

(43.2 MT/Year)

MT/Year) Disposal either by selling to actual end users such as M/S Quality Chemical Industry, GIDC - Chitra, Bhavnagar Through manifest.

7. Copper Metal recovery

--- --- 8 MT/Month

8 MT/Month

Sell to Authorize Vendor.

8. Activated Carbon Waste

28.3 6 MT/Month

---- 6MT/Month Collection, Storage, Transportation, Incineration

3.10.4 NOISE CONTROL & ODOUR

Ear plugs will be provided to the operating personnel in boiler room. Low noise generating

equipment will be selected. Adequate engineering controls will be implemented to avoid

noise pollution.

The following steps will be taken for odour control.

• Raw-material feeding will be carried out by pumps and in close loop system.

• All reactions will be taken in closed reactor system.

• Roof top ventilation will be provided in the entire plant area.

• Regular monitoring will be done of piping and fittings for checking of any leakages.

3.10.5 STORAGE, HANDLING AND TRANSPORT OF HAZARDOUS CHEMICALS

The storage and mode of transport of chemicals will be done as per detailed MSDS and

chemical hazards guide (NIOSH) for the hazardous chemicals.

Few chemical to be used in the proposed activities are listed as ‘Hazardous Chemicals’ as per

the Schedule-1 of the MSIHC Rules, as amended in 2000.



TABLE 14

DETAILS OF HAZARDOUS CHEMICAL

Sr. No Name of Chemicals

1. Mono Chloro benzene

2. Aluminium Chloride

3. Chlorine

4. Copper dichloride

5. Sodium Hydroxide

Mode of transportation and handling

Transportation is by road tankers. These are handled by pumps having mechanical seal. It

will be ensured that there will not be any leakage or spillage of chemicals.

3.10.6 HEALTH AND SAFETY MEASURES

Few chemical to be used in the proposed activities are listed as ‘Hazardous Chemicals’ as per

the Schedule-1 of the MSIHC Rules, as amended in 2000.

Physical hazards may manifest as fires, explosions, excessive temperatures, or the release of

large volumes of gas or toxic or flammable gases or vapours. According to Schedule 2 & 3 of

MSIHC Rules.

4.0 SITE ANALYSIS

4.1 CONNECTIVITY The site is located at Plot No. 3613, GIDC Estate, Ankleshwar, Gujarat. The land and

Infrastructure is already available and the raw materials are easily available through the easy

transport via road connectivity.

Ankleshwar Industrial Estate was set up by Gujarat Industrial Development Corporation in

early 70s. This industrial estate is spread over an area of 1600 hectares in close proximity to

National Highway No. 8 and Delhi-Mumbai Railway Line.Being an ideal location for

industrialization, as on date, more than 1500 industries, consisting of chemicals, pesticides,

pharmaceuticals, bulk drugs, petroleum products, engineering, textiles, plastics, rubber and

packaging etc. are located in this industrial estate.



The town is known for its industrial township called GIDC (Gujarat Industrial Development

Corporation). Ankleshwar has an office of the ONGC (Oil and Natural Gas Corporation

Limited). GIDC is organizing Trade fare and Industrial expo occasionally to attract large

number of industries all over from India. It also helps to get customer on large basis.

Ankleshwar is connected by Indian National Highway 8 (Mumbai to New Delhi)and by the

Western Railway Division of Indian Railways. The railway division also run the broad

gauge train service to Rajpipala. The 133 year-old Golden Bridge connects Ankleshwar to

Bharuch across the Narmada on the station front while a new bridge connects the highway,

the other bridge on the highway is now ready to use.

Ankleshwar City Bus stand is located on Station Road (i.e. located in the City, the western

section).

Developed project area of Ankleshwar Airport& City Bus are in pipe line in last stage.

Ankleshwar is an educated city. It has an average literacy rate of 79%, higher than the

national average of 59.5%; with 56% of the males and 44 % of female literate.

Ankleshwar JN Rail Way Station, Sanjali Rail Way Station are the very nearby railway

station to Ankleshwar GIDC. However Surat Rail Way Station is major railway station 56

KM near to AnkleshwarGIDC.

Healthcare

Hospitals include are the

• Jayaben Modi Hospital,

• Sarvajanik Hospital

• Sanjivani Hospital

• Sardar Patel hospital

• And now ESIC′s (Employee State Insurance Corporation) New Hospital is under

Construction.

• In April 2014, the “New Life” private hospital was constructed in Jassat Plaza

(Station Road). It is conveniently served by Ankleswar’s main bus & railway stations.

Shopping and Reaction:

• There is a lake in GIDC& City area. Situated in front of GIDC Lake, Lakeview Plaza

Mall is city’s first truly integrated mall for restaurants, entertainment and hotel stay.



• NavGraha Jain Mandir (G. I. D. C), ManavMandir, Sai & Swaminarayan Temple

are big temples in Ankleshwar. Ankleshwar City also having big Mosques

HalismaDatarBhandriGaribnawaz etc.

• Centers of Brahma Kumaris World Spiritual University is located in both GIDC and

City area which helps you to know your true self with the help of Free Raj yoga

Meditation Classes.

• There are parks such as The Millennium Park and old parks in Ankleshwar city, the

GIDC Water Reservoir, and sports center.

• There are swimming pools, Joggers Park, children's park, Rotary library and other

recreation centers in the GIDC area.

• There is an Open Air Theater in GIDC Area. Chauta Bazar is the biggest shopping

area in Ankleshwar.

4.2 LAND USE AND LAND OWNERSHIP

The proposed project site is located at Plot No. 3613, GIDC Estate, Ankleshwar, Gujarat. The total

plot area of the unit 5060 Sq. M. Land ownership is with project proponents. The geographical

location is Latitude: 21°37′07.05″ N, Longitude: 73°01′52.51″ E. They have valid consent from

Gujarat pollution Control Board, Gandhinagar. And the consent no. is AWH: 84549.

4.3 LAND USE

The purposed project site is located a Plot No. 3613, GIDC Estate, Ankleshwar. The plot is

notified by GIDC for industrial purpose.

4.4 EXISTING INFRASTRUCTURE

The project is located in a well-developed zone, which has all essential facilities such as well-

connected road network with ease of transportation, arrangement for supply of water and

power to industries, effluent disposal facilities etc.

4.5 SOIL CLASSIFICATION

The soil of the district is derived from the Deccan trap which is main rock formation of the

district. The soil of the district can be classified as light, medium and heavy according to

depth, texture and location. There is sandy loamy in texture, brownish black in color.



4.6 CLIMATE DATA

Based on metrological data, wind rose have been prepared for the summer season period

between the December 2016 to February 2017. The wind rose diagram prepared from same

data is shown in Figure 6.

TABLE: 15

METEOROLOGICAL DATA

Month Temperature(oC) Humidity (%) Rain fall (mm) Maximum Minimum Maximum Minimum Maximum Minimum

December -16

36.5 16 47 16 00 00

January - 17 38.5 14 93 11 00 00 February - 17 43.5 16 79 7 00 00

FIGURE: 4

WIND ROSE DIAGRAM FOR PERIOD OF DECEMBR-2016 TO FEBRUARY-2017

Observation: It was observed that wind is blowing mainly towards the SW direction from

NE. average wind speed was 2.90 m/s with calm winds recorded to be 5.97%.



4.7 SOCIAL INFRASTRUCTURE

Population density and sex ratio of Bharuch District was reported 238 persons/ sq. m. and

920 females per 1000 male respectively in 2011 census report. Total literacy of Bharuch

District was found 81.51%. The basic amenities like primary and secondary education

schools, community health workers, primary health sub centre, private practitioners, primary

health centre, maternity and child welfare, dispensaries, T. B. clinic, family welfare centre,

hospital, drinking water, transportation facilities, electricity, telephone etc. are available.

5.0 PLANNING BRIEF

5.1 PLANNING CONCEPT Ankleshwar is largely an industrial area dominated by large scale industries, especially

chemical plants & Pharmaceutical plants.

Now the unit has proposed for expansion. Ankleshwar in Gujarat has an industrial area with

common effluent treatment plant, common incinerator and land fill site. Govt. agencies

provide many basic facilities like uninterrupted water supply, power and road network.

5.2 POPULATION PROJECTION

As per provisional reports of Census India, Population of Bharuch District in 2011 is

1,551,019. Population of male and female are 805,707 and 713,676 respectively. The sex

ratio of Bharuch city is 920 females per 1000 males.

In education section, total literates in Vadodara District are 2,893,080 of which 1,614,087 are

males while 1,278,993 are females. Average literacy rate of Vadodara district is 78.92%.

5.3 LAND USE PLANNING

There will no change in GIDC land use pattern. The proposed expansion will be carried out

in existing plot only. There will be change in plan layout in existing premises.

The total plot area of the unit is 5060 Sq. mts and total green belt area is 1131.32 M2.

A green belt area is expanded in 22.3 % area of the total area.

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND

The M/s. Krima Sil Pvt. Ltd shall get water from GIDC water supply scheme. So there will

be no additional stress on ground water resources and there will be no adverse effect on the

ground water resources available in the nearby area.



The unit has total 250KW connected load form DGVCL. The transportation facilities will

also expect to improve due to increase in the movement of workers and raw material and

finished products.

5.5 AMENITIES/FACILITIES

The available basic amenities are as under:

→ Education Facilities:

All the villages have a minimum of one primary school.

→ Medical Facilities:

All the surrounding villages have medical facilities.

→ Drinking water Facilities & Power Supply:

All the villages have potable water supply and in 100% area the drinking water is supplied

through taps, wells and tube wells. All the villages have power supply facilities in the study

region.

→ Post, Telegraph & Telephone facilities

The information collected clearly indicates that the infrastructural facilities are provided by

respective government agencies for the development of this area. For communication

purpose, post office and phones are available in most of the villages.

→ Transport Facilities:

Bus services are available in all the villages of the study region within 5 km area and are the

most preferable mode of transport in the region. Auto-rickshaw is also used as transport

facility. Villages are connected with paved roads. All the surrounding area is covered with

108 emergency facilities.

6.0 PROPOSED INFRASTRUCTURE 6.1 PROCESSING AREA The process area will cover plant area like processing area, ETP and utilities. The process

area covered by the unit at ground level will be 1242.76Sq.Mt.

6.2 NON PROCESSING AREA

The non process area will cover Electrical panel room, Warehouse-solid & liquid, Security

cabin and surrounding area-utility & main, Admin Block, open area, and all roads and



passages, contractor sheds, Parking area etc. The non process area covered by unit at ground

level will be around 2685.11 sq. m.

6.3 GREEN BELT

Out of the total land area of 5060 sq. m. Approximately 22% will be utilized for green belt

development. The proposed greenbelt area is 1131.32 sq. m.

6.4 SOCIAL INFRASTRUCTURES

The availability of basic amenities is covered as under:

(A) Training & Education: All the employees will be trained and educated periodically

about the hazardous nature of chemicals used in the process. Also, training for fire

fighting, work permits system, first aid, safe handling of hazardous chemicals and

integrating safety, in all activities.

(B) Medical facility: Pre-employment medical check up at the time of employment. In

order to safe guard the health of the employees; all the employees undergo periodic

health check-up.

(C) Drinking water: There will be provision of Aqua Guard/R.O. at different places to

provide purified water for drinking purpose.

(D) Transportation: The unit will provide basic transportation facility for workers.

(E) Telegraph & Post: There will be provision of telephone, fax & internet facility.

(F) Power supply: There will be total connected load of 250 KW from DGVCL.

6.5 CONNECTIVITY Ankleshwar estate is well connected by rail and road to rest of country.

6.6 DRINKING WATER MANAGEMENT

The unit has already made provision of drinking water at various locations within the

industry.

6.7 SEWAGE SYSTEM

The sewage will be treated in Sewage Treatment Plant.



6.8 INDUSTRIAL WASTE MANAGEMENT

The hazardous waste like ETP waste, Spent Oil and Discarded containers will be generated

from the proposed activity. There will be no change in Hazardous waste generation due to

Proposed Expansion. The hazardous waste management and disposal is shown in table 14.

6.9 SOLID WASTE MANAGEMENT

The record of hazardous and non Hazardous waste solid waste like Personal Protective

Equipments and Broken Glassware etc. will be mentioned.

6.10 POWER REQUIREMENT & SUPPLY

The unit will use total 250 KW electricity connected load from DGVCL.

7.0 REHABILITATION AND RESETTLEMENT(R &R) PLAN

The proposed project is located in Plot No.3613, GIDC Estate, Ankleshwar, Dist-Bharuch,

Gujarat-393 002. There will be no any human settlement affected by proposed project.

8.0 PROJECT SCHEDULE & COST ESTIMATES

8.1 PROJECT IMPLEMENTATION SCHEDULE TABLE: 16

PROJECT IMPLEMENTATION SCHEDULE

Project implementation schedule after getting NOC from GPCB

Sr.

No.

Activity Required Period

1. Civil work Immediately after getting NOC.

2. Procurement of

machinery

1 month after getting NOC

3. Eraction & installation

of machinery

Immediately after competition of activity no. 2.

4. Trial of machinery &

equipment

Within 1 Month after competition of activity no. 3.

5. Commercial activity 1 month after competition of activity no. 4.



8.2 ESTIMATED PROJECT COST

The capital cost detail is given in table no.6.

9.0 ANALYSIS OF PROPOSAL

All the manpower is utilized from local region around Ankleshwar. Company shall also try to

provide indirect employment opportunities by availing local contract services during

transportation during operational phase.

The company intends to donate 2%of the profit to agencies like NGOs or social welfare

societies for projects carried out in nearby village for their welfare and upliftment.

m/s. krima sil pvt. ltd., gidc, ankleshwar executive...

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