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M/s. Supreme Chemical Industries. GIDC Vatva, Ahmedabad-382445

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

1.0 EXECUTIVE SUMMARY

M/s. Supreme Chemical Industries is established in the year 2008. The unit obtained new

CCA order No. AWH - 49560 date of issue: 16/09/2012 and obtained CTE No. 55251 date of

issue: 28/03/2014 manufacturing of Grinding CPC Blue (Activated CPC Blue) and Copper

Sulphate from Gujarat Pollution Control Board in year 2014.

The CCA order no. AWH - 49560 and obtained CTE No. 55251 is manufacturing of Grinding

CPC Blue (Activated CPC Blue) and Copper Sulphate at Plot No. C-1/340, Phase No: II,

GIDC-Vatva, Ahmedabad-382 445. Details are mentioned in below Table No.1.

TABLE: 1

LIST OF EXISTING PRODUCT

Sr.

No.

Name of

Product

As per Consent

Order No. AWH –

49560(MT/Month)

Existing Quantity as

per CTE No.

55251(MT/Month)

Total After

Expansion

(MT/Month)

1. Copper Sulphate 30 -20 10

2. Copper

Hydroxide

15 -10 ---

3. Copper

Carbonate

15 -10 ---

4. Grinding

operation of

Blue ADBM

--- 50 50

Total 60 50 60

The unit has proposed expansion for manufacturing of existing products and Organic

Pigments. Proposed production capacity is mentioned in Table No.2.

TABLE: 2

LIST OF PRODUCTS AS PER PROPOSED SCENARIO

Sr.

No. Product Name

As Per Valid

CCA No.

AWH-49560

(MT/Month)

Existing as per

CTE

Amendment

No-55251

(MT/Month)

Proposed

Quantity

(MT/Month)

Total after

expansion

Quantity

(MT/Month)

1. Copper Sulphate 30 -20 --- 10

2. Copper Hydroxide 15 -15 --- 0

3. Copper Carbonate 15 -15 --- 0

4. Pigment Beta Blue --- --- 150 150



5. Pigment Blue

Additives

--- --- 25 25

6. Grinding

operation of Blue

ADBM

--- 50 --- 50

Total 60 50 175 235

COST OF PROJECT

The expansion will be carried out at existing plot in GIDC Estate, Vatva, Ahmedabad-382445.

The expected cost of proposed expansion is Rs. 683 lakhs.

LAND

The unit has already purchase plot of total area 704.0 sq. m. The unit is now going for

expansion for proposed project.

FUEL CONSUMPTION

Existing Fuel Consumption

As per consent, the unit is using 50 Kg/Day of Fire Wood and 0.09 MT/Hr for Small

Industrial Boiler.

As per CTE, the unit is using 255 SCM/Day of Natural Gas for Ball Mill in inbuilt Dust

collector.

Proposed Fuel Consumption

As per proposed expansion unit will increase natural gas consumption 3130 SCM/Day. Thus

total consumption after proposed expansion will be 3385 SCM/Day of Natural Gas for

Proposed Thermax Steam Boiler and Thermic Fluid Heater.

ELECTRICITY CONSUMPTION

The unit have electricity from Torrent Power Ltd in Vatva. The existing electricity

consumption is 350 KVA. There shall be no Electricity consumption due to proposed

expansion.

WATER CONSUMPTION

Existing Water Generation

The source of water is GIDC water supply system. As per consent, the unit is using (0.5 KLD

Domestic + 1.4 KLD Industrial) 1.9 KLD freshwater for industrial and domestic purpose.



Total Proposed scenario after Expansion

The total water consumption after expansion, the unit will use total 91.0 KLD [91.0 KLD Fresh

Water from GIDC] for industrial and domestic purpose.

WASTE WATER GENERATION, TREATMENT & DISPOSAL

Existing Waste Water Generation

The existing waste water generation from industrial activities is 1.0 KLD. The sewage

generation is 0.3 KLD. The industrial waste water is treated in units own ETP having

primary treatment facilities. Treated effluent is sent to CETP GESCSL, Vatva and the sewage

of 0.3 KLD is sent in soak pit/septic tank.

Proposed Waste Water Generation

Due to proposed expansion, additional total industrial effluent generation will be 56 KLD.

Hence, after expansion total industrial effluent generation will be 59 KLD (1.0 KLD + 58.0

KLD). We have proposed only increase capacity to ETP. Treated effluent will be sent to CETP

GESCSL, Vatva.

Due to proposed expansion, additional sewage generation will be 3.6 KLD. Hence, after

expansion sewage generation will be 3.9 KLD (0.3 KLD + 3.6 KLD). Sewage effluent will be

sent to soak via/septic tank.

GASEOUS EMISSION

Flue gas emissions

As per CCA order no. AWH-49560, the unit has one stack of small Industrial boiler. The unit

had dismantled small industrial Boiler.

Now, the unit will have additional two stacks for proposed expansion. Thus, there will be

proposed Thermax Steam Boiler stack having common stack and Thermic Fluid Heater

having common stack of each.

Process emission

There is no process emission from existing unit as per valid CCA.

As per CTE, The unit has one stack of ball mill having 15 m height.

Now, the unit is proposing one stack from spin flash dryer which will be connected to bag

filter.

HAZARDOUS WASTE MANAGEMENT

Existing Hazardous Waste

As per CCA order no. AWH-49560, the hazardous waste generations are ETP waste (0.6

MT/Year), used oil (15Liter/Year) and discarded containers& Bags (600Nos./Month). The



ETP sludge is disposed to CETP GESCSL; Vatva.Discarded containers are sale to authorized

dealer.

Proposed Hazardous Waste

After proposed expansion, details of total quantity of hazardous waste generation are

covered here. The unit has proposed 180.6MT/Month of ETP sludge, 3100Nos./Year of

discarded containers& bags, used oil of 215 Liter/Year and 300 MT/Month of by product

dilute sulphuric acid.

ETP sludge will be disposal to GESCSL, Vatva. Used oil will be sale to registered authorized

recyclers.Discarded containers/Bags will be sale to authorized dealer.

2. INTRODUCTION

2.1 THE PROJECT

M/s. Supreme Chemical Industries obtained CCA order no. AWH-49560, issue on dated

16/09/2012 & obtained CTE No-55251, issue on dated 28/03/2014 for manufacturing of

products mentioned in Table No. 1. The unit has manufacturing of Grinding CPC Blue

(Activated CPC Blue) and Copper Sulphate.

The unit has proposed expansion for manufacturing of existing products with proposed

productions scenario is mentioned in Table No. 2.

As per EIA notification 2006, the proposed expansion is falling under category 5(f).Since the

project will be established in industrial estate, it is classified as category “B” project and will

be evaluated by the State Level Expert Appraisal Committee (SEAC).

2.2 PROJECT PROPONENT

The unit has been promoted by Mr. G. Jayabal–Proprietor of the company. This company has

been established since 2008, they are already engaged in manufacturing of Grinding CPC

Blue (Activated CPC Blue) and Copper Sulphate.

The list of proprietor is attached as Annexure-IV.

Proprietor of the company has good experience in handling the production management,

financial management and all the allied areas.

M/s. Supreme Chemical Industries will achieve the mission by placing the needs of

customers first, creating quality products, innovating technology and fostering continuous

improvements in people, products and processes.



2.3 NATURE OF PROJECT

The proposed unit is pigment manufacturing unit. The project is covered under the category

of 5(f) in schedule of EIA Notification-2006. This project falls under category „B‟.

2.4 MARKET FEASIBILITY

The promoters are already engaged in marketing of Organic Pigments. The proposed unit is

organic pigment manufacturing unit such as Pigment Beta Blue and Pigment Blue Additives.

The pigments are insoluble in water and have no tendency to migrate in the material. They

are standard pigment used in printing ink and the packaging industry. Pigments are used in

plastic industries, paint industries, textile industries. There are number of small

manufacturers in unorganized sector of this segment. However, the development and

manufacturing of good quality pigment is limited to only organize sector where only few

well-known companies exist. The proposed company has developed state of art technique

for manufacture of Organic 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.

3. PROJECT DESCRIPTION

3.1 TYPE OF PROJECT

The proposed expansion project is for manufacturing of synthetic organic pigments like

Pigment Beta Blue and Blue Additives.

3.2 PROJECT LOCATION

The proposed project site is located at Plot no. C-1/340, Phase - II, GIDC-Vatva, Ahmedabad-

382445. The approximate geographical positioning of the project site is at Latitude:

22°57'25.98"NLongitude: 72°38'0.41"E. The location of the project site can be identified from

the location map shown in Figure no.1, 2 & 3.

The salient features of the project site are presented in below table no.3.



TABLE: 3

SALIENT FEATURES OF THE PROJECT SITE

Sr.

No.

Particulars Details Distance

w.r.t site

K.M.

Direction

w.r.t site

1. Latitude 22°57'25.98"N -- --

2. Longitude 72°38'0.41"E -- --

3. Taluka Vatva -- --

4. District Ahmedabad -- WSW

5. State Gujarat - --

6. Nearest Railway

Station

Vatva Railway Station

Ahmedabad Railway Station

0.5 km

08 km

NW

NW

7. Nearest Highway SH-03

NH - 8

2 km

3 km

W

N

8. Nearest Airport Ahmedabad Airport Approx.

13 km

SW

9. Nearest Water Body Sabarmati River 8 km NW



FIGURE: 2

SATELITE IMAGE OF PROJECT SITE

FIGURE: 3

AERIAL VIEW OF THE 10 KM RADIAL PERIPHERY FROM THE PROJECT SITE



3.3 SITE SELECTION

The project proponent did not consider any other alternative site for proposed expansion.

3.4 NEIGHBOURING INDUSTRIES

TABLE: 4

DETAILS OF NEIGHBOURING INDUSTRIES

Sr.

No.

Name of

Industry

Address Directions Distance

(Km)

1. GIDC Road GIDC Road, Vatva, Ahmedabad W 0.03

2. Kiri Dyes and

Chemicals

Limited

Plot No. C/299/1/2 Phase-II,

GIDC-Vatva, Ahmedabad

NE 0.13

3. Fluton Valve

(India) Pvt. Ltd.

Plot No. A-1/327, Phase II,

G.I.D.C. Vatva, Ahmedabad,

Gujarat 382445

SW 0.15

3.5 SIZE OF PROJECT

The unit has proposed expansion of manufacturing of synthetic organic pigments.

Environment protection and safety systems have also been considered in planning the cost

projection. The unit has proposed to set up effluent treatment plant which will be

maintained as per requirements. The break-up of the proposed project cost is given in below

table no. 5.

TABLE: 5

CAPITAL COST PROJECTION

Sr.

No.

Purpose Existing

(Rs. In lacs.)

Proposed

(Rs. In lacs.)

Total

(Rs. In lacs.)

1. Land 90 -- 90

2. Building 50 150 290

3. Plant and Machinery 50 240 350

4. Q.A. Lab set up 3 7 10

5. Env. Protection & Safety

a) Effluent Treatment Plant 14.9 60.1 75

b) Safety Equipment (PPE, fire

extinguishers, Ventilation, etc.)

1 16.5 17.5

c) Green Belt development 0.1 0.4 0.5

Total 209 474 683



3.6 PROCESS TECHNOLOGY

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

Annexure-VII.

3.7 RAW-MATERIALS

The expansion products are organic pigment and the required raw materials will be

purchased from the local/Indian market. Details of raw-material consumption are covered in

Annexure-VI.

3.8 RESOURCE OPTIMIZATION/RECYCLING AND REUSE

Unit will achieve solvent recovery more than 98%. The all condensers will be two stage

condensers 1st attached to cooling tower and 2nd attached to chilled water circulation. The

vent will be pass through carbon column and thus trace of solvent will get absorbed in

carbon. Thus there will be zero VOC emission from the project.

3.9 RESOURCE REQUIREMENTS 3.9.1 LAND

The unit has already purchased plot of total area 704.0 sq. m. The unit is now going for

expansion for proposed project and there will be partly construction activity required for

proposed project.

3.9.2ELECTRICITY AND FUEL

TABLE: 6

ELECTRICITY AND FUEL REQUIREMENT

As per Valid CCA

Sr. No. Particulars Requirement Remark

1. Electricity connected

load

350 KW Torrent Power Ltd. in Vatva

2. Fire wood* 50 Kg/Day Discontinued

As Per CTE No-55251

1. Natural Gas 255

SCM/Day

Used in Ball Mill

Proposed

1. Natural Gas 3130

SCM/Day

Used in Proposed Thermax

Steam Boiler and TFH



3.9.3 WATER

The category wise bifurcation of the water requirement is given in below table no.7. The

source of water will be from GIDC water supply scheme.

TABLE: 7

DETAILS OF WATER CONSUPTION

Sr.

No. Category

Existing

Quantity [as per

CTE Amendment

no: 55251

KL/day

Proposed

water

consumption

in KL/day

Total water

consumption

in KL/day

1. Domestic 0.5 4.5 5

2. Industrial

2.1 Process & washing 1.0 44 45

2.2 Cooling --- 15 15

2.3 Boiler 0.4 16.6 17

3 Gardening --- 9 9

Total (Industrial) 1.4 84.6 86

Total (Domestic +

Industrial) 1.9 89.1 91

3.9.4 MANPOWER

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

activities will be employed from the local area. The preference will be given to local people.

TABLE: 8

MAN POWER REQUIREMENT

Phase of project Type of labor No. of workers

(Proposed

Scenario)

Total

During construction Contractual 15 15

During commissioning Contractual 15 15

During operations Managerial 5 5

Skilled 25 25

Un-skilled 9 9

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

WASTEWATER GENERATION

Details of Effluent Treatment Plant and Flow Diagram are attached as Annexure-X. The

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

Table No.9.

TABLE: 9

DETAILS OF WASTE WATER GENRATION

Sr. No.

Category Existing Quantity [as per CTE Amendment no: 55251 KL/day

Proposed wastewater

consumption in KL/Day

Total Wastewater Generation

KL/Day

1. Domestic 0.3 3.7 4

1.1 Domestic

2. Industrial

2.1 Process & Washing

1.0 39 40

2.2 Cooling --- 5 5

2.3 Boiler --- 10 10 3. Gardening --- --- ---

Total (Industrial ) 1.0 54 55

Total (Domestic + Industrial )

1.3 57.7 59

WASTEWATER CHARACTERISTICS

Industrial wastewater will be generated from process, washing, cooling tower blow down

and boiler blow down. The expected characteristics of industrial wastewater are provided in

below Table No.10.

TABLE: 10

CHARACTERISTICS OF WASTEWATER

Sr.

No.

Category of Waste Water Before

Treatment

After Primary

Treatment

1. pH 2 – 5 6.5 – 8.5

2. COD (mg/l) 600 400-500

3. BOD (mg/l) 190 150

4. TDS (mg/l) 3500 2500

5. Ammonical Nitrogen (mg/l) 43 < 20

6. TSS (mg/l) 75 < 100



3.10.2 GASEOUS EMISSIONS & CONTROL

3.10.2.1 FLUE GAS EMISSION

Details of flue gas emission, stacks height are covered in following Table No. 11.

TABLE: 11

EXISTING & PROPOSED FLUE GAS EMISSIONS

EXISTING FLUE GAS EMISSIONS

Sr.

No.

Stack

attached

to

Stack

Height

(m)

Type of

fuel

Fuel

consumptio

n

Type of

emission

Permissible

limit

APCM

As per Valid CCA no. AWH-49560

1.

Small

Industria

l Boiler

(2 MT)

15 m Fire

Wood 50 KG/Day

PM

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

Unit has

dismantled

small

industrial

boiler

PROPOSED FLUE GAS EMISSION

1.

Therma

x Steam

Boiler

(850

Kg/hr)

(1 Nos.)

Comm

on

Stack

Natural

GAs

970

SCM/Day

SPM

SO2

NOx

150 mg/Nm3

100 ppm

50 ppm

---

2.

TFH

(10 lakh

K.cal)

Comm

on

Stack

Natural

GAs

2160

SCM/Day

PM

SO2

NOx

150 mg/Nm3

100 ppm

50 ppm

---

3.10.2.2 PROCESS GAS EMISSIONS

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

details of air pollution control system are also mentioned in Table No.12.

TABLE: 12

EXISTING & PROPOSED PROCESS GAS EMISSIONS AND CONTROL MEASURES

Existing Process Gas Emission

Sr.

No.

Stack

Attached

To

Stack

Height

(m)

Air Pollution

Control System

Parameter Permissible

Limit

Remark

As per Valid CCA no. AWH-49560

There shall be no process gas emission

As per CTE No. 55251



1. Ball mill 22 In built Dust

Collector PM

150 mg/Nm3

---

Proposed Process Gas Emission

1.

Spin

Flash

Dryer

22 m Bag Filter PM

150 mg/Nm3

---

3.10.2.3 FUGITIVE EMISSIONS

Following steps will be taken to control fugitive emissions:

All reactions will be taken in closed loop 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.

Hazardous

Waste

Waste

category

Waste generation quantity

Method of

Disposal

Existing

as per CTE

Amendment

No: 55251

Proposed Total

1. ETP Sludge 35.3 0.6

MT/Year

180

MT/Year

180.6

MT/Ye

ar

Collection, Storage,

Transportation,

Disposal at TSDF of

Green Environment

Co. Op. Soc. Ltd.

Vatva, Ahmedabad.

2. Used Oil 5.1 15

Liter/Month

200

Liter/Yea

r

215

Liter/Y

ear

Collection, Storage

and disposal by

selling to registered

authorized

recyclers.

3.

Discarded

Containers

& Bags

33.3 600

Nos./Year

2500

Nos./Yea

r

3100

Nos./Y

ear


and

Decontamination



within factory

premises and sell to

authorize dealer.

4.

By Product

Dilute

Sulphuric

Acid (Around

25%-30 %)

D2 ---

300

MT/Mon

th

300

MT/M

onth


Transportation,

Disposal at Novel

Spent Acid

Management

System (Approved

by GPCB) in Vatva

and obtained

permission

In addition to the provision of above, the unit will ensure proper management for

hazardous waste as below:

Transportation of hazardous waste to the TSDF Site will be governed as per the guidelines

and accompanied with Form-13. Annual returns of the disposal of wastes in Form-4 will be

uploaded online and submitted regularly to the local office of the GPCB.

3.10.4 NOISE CONTROL & ODOUR

Ear plugs will also be provided to the operating personnel in boiler room.

The following steps will be taken for odour control.

Raw-material feeding will be carried out by conveyor and pumps.

All reactions will be taken in closed reactor loop 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.

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 vapors. We are according to Schedule 2

& 3 of MSIHC Rules.



Moreover transport activity will be through drums, so there will be manual loading and

unloading and no unloading through pipe at the site. Hence, the risk of static charge

generation during transfer of such chemicals is not significant.

4. SITE ANALYSIS

4.1 CONNECTIVITY

Vatva GIDC industrial estate is spread over an area of 337 hectares in close proximity to State

Highway No. 6. National highway 8 passes through the district connecting it with

Ahmedabad to Mumbai. The Vatva is located at 11 km distance from Ahmedabad Railway

station. The nearest international airport Ahmedabad is at an approx. distance 9 km from

Vatva.

The salient features of the project site are provided in above table no.3.

4.2 LAND USE AND LAND OWNERSHIP

The proposed project site is located at Plot No: C-1/340, Phase-II, GIDC-Vatva, Ahmedabad-

382445. The plot had been purchased by M/s. Supreme Chemical Industries from Vatva-

GIDC. The total plot area of the unit is 704.0 sq. m.

4.3 LAND USE

The proposed project site is located at Plot No: C-1/340, Phase-II, GIDC-Vatva, Ahmedabad-

382445. The plot is notified by GIDC for industrial purpose.

4.4 EXISTING INFRASTRUCTURE

The plant is located in a well-developed industrial zone, which will have all essential

facilities such as internal roads, arrangement for supply of water and power to industries,

effluent disposal facilities etc.

4.5 CLIMATE DATA

Ahmedabad is the nearest meteorological observatory station to the project site. The various

meteorological details of Ahmedabad station.

As per the metrological data, it shows that the average wind speed in January, February,

and March2015 is 5.69 m/s with wind direction blowing to NE &ENE.

The wind rose diagram is shown at Figure no.4.

FIGURE: 4

WIND ROSE DIAGRAM (Period: January-2015 to March-2015)



4.6 SOCIAL INFRASTRUCTURE

There are 15725 villages and there total population is 78076 (53.16% men & 46.84% women)

in Vatva. 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

Vatva, Ahmedabad is largely an industrial area dominated by medium scale industries,

especially chemical plants.

At present, the unit is manufacturing of Grinding CPC Blue (Activated CPC Blue) and

Copper Sulphate. Now the unit has proposed expansion of existing products and organics

pigments of Pigment Beta Blue and Blue Additives.

Vatva, Ahmedabad in Gujarat has a largest industrial area with common effluent treatment

plant and land fill site. Govt. agencies provide many basic facilities like uninterrupted water

supply, power and road network.

5.2 POPULATION PROJECTION



Population of Ahmedabad was reported to be 7,214,225 in 2011, Census. Entire Vatva region

and particularly Ahmedabad area is all set for massive industrialization. There is large scale

migrant population is anticipated in this area.

The proposed project is relatively small in size and will be employing around 25 skilled and

unskilled people all most 65% of this will be selected from local people.

5.3 LAND USE PLANNING

Details will be covered in EIA report.

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND

The M/s. Supreme Chemical Industries 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 proposed 350 KW connected load from Torrent Power Ltd. in Vatva 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

The available basic amenities are as under:

Villages have primary schools; some villages have both primary and secondary Education

schools, Adult Literacy Centre & Higher Secondary College in all Villages.

Also villages in the study area have Common Health Workers, primary health sub centers,

Primary Health Centers, Registered Private Practitioner, Hospitals, Dispensaries, Nursing

home & Family Planning Centers & Subsidized Medical Practitioner in study area. All the

villages in the study area have two or more sources of drinking water. All villages in study

area have tap water supply in addition to tube well water (almost all). Moreover, villages

have facility of Tank Water supply, have well facility & 1 has river water facility.

The main mode of public transport available in the study area is by bus service. Most of

villages are near Ahmedabad city, so almost all villages have approach to railway station as

western railway meter gauge line is passing through nearby. Majority of villages in the study

area is connected with Pucca road.

6.0 PROPOSED INFRASTRUCTURE

6.1 PROCESSING AREA

The process area will cover plant area, raw material storage area, Hazardous waste storage

area, ETP, utilities etc. The process area covered by the unit at ground level will be 300 sq. m.

6.2 NON PROCESSING AREA

The non process area will green belt, office and security cabin etc. The non process area

covered by unit at ground level will be around 204 sq. m.

6.3 GREEN BELT



The unit having existing green belt area 200 sq.m including outside gardening and

plantation.

6.4 SOCIAL INFRASTRUCTURE

The availability of basic amenities is covered as under:

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.

Medical facility: Pre-employment medical checkup at the time of employment. In order to

safe guard the health of the employees, all the employees undergo periodic health checkup.

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

purified water for drinking purpose.

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

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

Power supply: At present, the unit has 350 KVA connected load. There shall be no

Additional connected load for proposed expansion.

6.5 DRINKING WATER MANAGEMENT

The source of water is already availability from existing water works of GIDC and the same

is adequate and satisfactory. The unit has proposed additional 4.5 KL/Day water for

domestic purpose.

6.6 SEWERAGE SYSTEM

Sewage water is sent to soak pit/septic tank.

6.7 INDUSTRIAL WASTE MANAGEMENT

The hazardous waste like ETP Sludge from Waste Water Treatment, Discarded Containers

for HW/Chemicals, and Used/Spent Oil will be generated from proposed project activity.

The hazardous waste management and disposal is shown in table no.13.

6.8 SOLID WASTE MANAGEMENT

The record of nonhazardous solid waste like Fiber drum, wooden waste, etc. will be

mentioned.

6.9 POWER REQUIREMENT & SUPPLY

At present, the unit has 350 KVA connected load. There shall be no Additional connected

load for proposed expansion.

7.0 REHABILITATION AND RESETTLEMENT(R &R) PLAN



The proposed project is located in GIDC Industrial Estate Vatva, Ahmedabad, Gujarat. There

will be no any human settlement affected by proposed project. So,

There is no requirement of any R & R Plan.

8. PROJECT SCHEDULE & COST ESTIMATES

8.1 PROJECT IMPLEMENTATION SCHEDULE

TABLE: 15

PROJECT IMPLEMENTATION SCHEDULE

Project implementation schedule after getting NOC from GPCB

Sr.

No.

Activity Required Period

1. Procurement of machinery 1 month after getting NOC

2. Erection & installation of

machinery

Immediately after competition of

activity no.1

3. Trial of machinery &

equipments

Within 1 months after competition of

activity no.2

4. Commercial activity 1 months after competition of activity

no. 3

8.2 ESTIMATED PROJECT COST

Project cost for proposed expansion will be 683 lacs. Details for estimated project cost are

covered in Table no 5.

9. ANALYSIS OF PROPOSAL

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

provide indirect employment opportunities by availing local contract services during

transportation during operational phase.

The company intends to donate amount of capital cost to agencies like NGOs or social

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

per rules and regulation.

Documents

M/s. Supreme Chemical Industries. GIDC Vatva, Ahmedabad ...environmentclearance.nic.in/writereaddata/Online/... · M/s. Supreme Chemical Industries. GIDC Vatva, Ahmedabad-382445 M/s