pre-feasibility report 190319environmentclearance.nic.in/writereaddata/online/tor/19...9 ep/filter...

1

PRE-FEASIBILITY REPORT

for

PROPOSED EXPANSION OF SILICA SAND PROCESSING PLANT

(GLASS GRADE), NEW FLOAT GLASS LINE 2 (INTERLINKED

PROJECT)

&

LPG STORAGE CAPACITY ENHANCEMENT FOR GLASS

MANUFACTURING UNIT of

M/s. GUJARAT GUARDIAN LIMITED

VILLAGE: KONDH, VALIA ROAD,

TAL: ANKLESHWAR - 393001, DIST: BHARUCH (GUJ.)

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:

2

CONTENTS

Sr.

No.

Description Page No.

1. Executive Summary 3

2. Introduction of the Project/Background information 13

3. Project Description 14

4. Site Analysis 24

5. Planning Brief 37

6. Proposed Infrastructure 41

7. Rehabilitation and resettlement (R & R) Plan 42

8. Project Schedule & Cost Estimates 42

9. Analysis of Proposal (Final Recommendations) 43

3

1.0 EXECUTIVE SUMMARY

1.1 Company Profile

M/s. Gujarat Guardian Limited proposes expansion of Silica Sand production (Glass Grade), LPG

Storage capacity and the interlinked development of a second Float Glass Line (FL2) in Existing Glass

Manufacturing Unit at Village: Kondh, Valia Road, Tal: Ankleshwar - 393001, Dist: Bharuch (Guj.). Total

Cost of the Project is Rs. 2184 Crores (Existing Operations: 584 Crores + Additional Proposed Operations: 1600

{New sand plant and LPG Storage enhancement: 86 + Float line 2 (interlinked project): 1514 Crores}. Total

Plant Area is 6,55,990.4 m2

.

1.2 Project Details

1.2.1 Products along with Production Capacity

Sr.

No.

Name of Unit Name of

Product

Existing

Capacity

Additional

Proposed

Capacity

Total

Proposed

Capacity

Remarks

1 Glass

Manufacturing

Unit

Float Glass

Mirror,

Lacquered

Glass,

Coater Glass

2,50,00,000

m2/Annum

4,00,00,000

m2/Annum

6,50,00,000

m2/Annum

-

2 Silica & Sand

Production

Unit

Silica Sand

(Glass Grade) &

By-Products

(Coarse, Fines

& Rejects)

33,120

MT/Month

53,380

MT/Month

86,500

MT/Month

-

3 LPG Storage - 225 MT

(4 x 56.25

MT of Length

= 16.2 m &

Diameter =

3200 mm)

495 MT 720 MT

(6 x 120 MT of

Design Pressure

= 21 Kg/cm2,

Overall Length =

24000 mm,

Tank ID = 4010

mm, Tank Shell

= 28 mm Thick,

Dished End= 18

mm Thick)

The Existing and LPG

Storage Yard will be

relocated to new

location with total

increased capacity

of 720 MT.

4

1.2.2 Raw Material Requirement

Sr.

No. Raw Material

Consumption Quantity Per Month

UOM Permitted Proposed

Additions Total

Float Glass

1 Sand MT 14,000 21,315 35,315

2 Soda Ash MT 4,500 6,900 11,400

3 Dolomite MT 3,800 5,790 9,590

4 Limestone MT 1,400 2,160 3,560

5 Feldspar MT 850 1,300 2,150

6 Salt Cake MT 215 330 545

7 Carbon MT 21 32 53

8 Cullet MT 6,000 8,500 14,500

9 EP/Filter Dust MT 0 300 300

Wet Coater

1 Raw Glass Sq. Meter 5,83,000 - 5,83,000

2 Washing & Polishing Chemicals Kg 2,062 - 2,062

3 Tin Sensitizer Litre 119 - 119

4 Palladium Sensitizer Litre 45 - 45

5 Silver Solution

Silver Nitrate

Litre

Kg

2,600

1,088

- 2,600

1,088

6 Reducer/

Silver less solution

Litre

Litre

4,830

2,920

- 4,830

2,920

7 GMPA & GMPB Litre 1,190 - 1,190

8 Paint MT 68 - 68

9 Ortho-Xylene Litre 9,971 - 9,971

10 HCL-32% Litre 11,393 - 11,393

11 Caustic-32% Litre 13,508 - 13,508

12 Ferric Sulfate Kg 256 - 256

13 Copper Sulphate Pentahydrate Kg 1,440 - 1,440

14 Potassium Sodium Tartrate Kg 20 - 20

15 Iron Powder Kg 50 - 50

16 Sulphuric Acid Kg 230 - 230

Lacquered Glass

1 Raw Glass Sq. Meter 1,50,000 - 1,50,000

2 Washing and polishing chemical Kg 200 - 200

3 Adhesion Promoter Litre 50 - 50

4 Paint MT 10 - 10

A GLASSOLUX NG 9003 PURE WHITE Kg 2,500 - 2,500

B GLASSOLUX NG 2105 Sapphire Kg 2,500 - 2,500

C GLASSOLUX NG 3004 Burgundy Kg 2,500 - 2,500

D GLASSOLUX NG 6113 Fluo green Kg 2,500 - 2,500

E GLASSOLUX NG 9005 Black Kg 2,500 - 2,500

F Ivory Kg 2,500 - 2,500

G Red Kg 2,500 - 2,500

5 Ortho-Xylene Litre 1,000 - 1,000

5

Sr.

No. Raw Material

Consumption Quantity Per Month

UOM Permitted Proposed

Additions Total

Sand Beneficiation Plant

1 Raw Silica Sand MT 33,120 53,380 86,500

Coater Glass

1 Raw Glass Sq Meter 5,83,333 - 5,83,333

2 Washing and polishing chemical Kg 2,000 - 2,000

3 Zr Kg 20 - 20

4 Si – 8 wt % Al Kg 300 - 300

5 Nb – 10 wt % Zr Kg 140 - 140

6 Ni – 20 wt % Cr Kg 180 - 180

7 Ag Kg 100 - 100

8 TiOx Kg 5 - 5

9 Sn Kg 80 - 80

10 Zn – 2 wt % Al Kg 20 - 20

11 Ar m3 800 - 800

12 O2 m3 100 - 100

13 N2 m3 500 - 500

14 Vacuum Pump Oil Litre 400 - 400

15 Sand Blasting Material MT 5 - 5

Emission Control System

1 Aqueous Ammonia MT 350 350

2 Hydrated Lime MT 85 85

1.3 Water Requirement, Waste Water Generation and Treatment

Total water requirement will be 2725 KL/Day (Fresh 2075 KL/Day + Recycled 650 KL/Day) (Existing 1920

KL/Day + Additional Proposed 805 KL/Day) which will be met through Valia Water Supply System (Tapi

River Canal Water). Total wastewater generation will be 1400 KL/Day (Existing – 980 KL/Day +

Additional Proposed – 420 KL/Day).

410 (320+90) KL/day of domestic wastewater will be treated in STP: 90 KL/Day will be reused for

gardening and 320 KL/Day will be stored in soak pit or septic tank. Proposed waste water recycling

plant capacity (FL 1: 500 KLD, FL 2: 200 KLD). Total ETP or waste water recycling capacity: 700 KLD and

out of that 650 KLD will be recycled. Ultimately it is a Zero Liquid Discharge Unit and after proposed

expansion it will remain so.

6

1.4 Air Pollution Source and Control Management

FLUE GAS DETAILS

Sr.

No.

Sources of

Emission

Type of

Fuel

Existing Additional Total Proposed

Stack

height

APCM

1. Melting

Furnace

(Existing)

Natural

Gas

5990

m3/Hr.

-- 5990

m3/Hr.

91 m Low NOx Burner.

Low Sulphur

fuel. LPG

3.89

MT/Hr.

-- 3.89

MT/Hr.

2 Melting

Furnace

(Proposed)

Natural

Gas

-- 9985

m3/Hr.

9985

m3/Hr.

54 m Low NOx burner

and low Sulphur

fuel. In addition,

an Emission

Control System

(ECS) may be

installed if

needed to meet

SO2 and NOX

emission limits

or, alternatively,

for other

reasons even if

not required to

meet limits. If

installed, the

ECS would

consist of a

scrubber,

electrostatic

precipitator (EP),

and selective

catalytic

reduction

system or,

alternatively, a

catalyst

impregnated

ceramic filter.

LPG

-- 6.21

MT/Hr

6.21 MT/Hr

3. DG Set (2

Nos of 2.5

MW)

Diesel 1200

Lit/Hr.

- 1200

Lit/Hr.

30 m NA

4. DG Set (3

Nos of 2.1

MW)

Diesel - 1800

Lit/Hr.

1800

Lit/Hr.

30 m NA

5. DG Set (1

No. of 500

KVA)

Diesel 135 Lit./Hr. - 135 Lit./Hr. 14 m NA

6. DG Set (1

No. of 500

KVA)

Diesel - 135

Lit./Hr.

135 Lit./Hr. 14 m NA

7

7. LPG Hot

water

generator

(2 Nos)

LPG 0.11

MT/Hr.

- 0.11

MT/Hr.

12 m NA

8. LPG Hot

water

generator

(2 Nos)

LPG - 0.19

MT/Hr.

0.19

MT/Hr.

12 m NA

9. Diesel

Engines (1

and 2 of

155 KVA

each)

Diesel 90 Lit./Hr.

(Total for

both)

- 90 Lit./Hr.

(Total for

both)

12 m

(Existing)

NA

10. Diesel

Engines (3

and 4 of

155 KVA

each)

Diesel 90 Lit./Hr.

(Total for

both)

- 90 Lit./Hr.

(Total for

both)

11 m

(Existing)

NA

11. Diesel

Engine, (4

nos. for)

(open loop

(1),

emergency

water

system (1)

fire system

(2))

Diesel 180 Lit./Hr. - 180 Lit./Hr. 12 m

(Proposed

)

NA

12. Open loop

and

Emergency

engines

(FL2)

Diesel - 90 Lit./Hr. 90 Lit./Hr. 12 m NA

13. Glass Edge

Burner

(Existing)

Natural

Gas

10 m3/Hr. -- 10 m

3/Hr. 16 m NA

14 Glass Edge

Burner

(Proposed)

- 15 m3/Hr. 15 m

3/Hr. 16 m NA

15 Steam

Methane

Reforming

for

Hydrogen

Generation

Natural

Gas

- 150 m3/hr 150 m3/hr 16 m Some amount of

Natural Gas

would be used

for generation of

Hydrogen

through Steam

Methane

Reform process

8

Flue Gas Emission Parameters and Limits as per Approved CCA: Existing Operations (Float Line 1)

Sr. No. Stack attached to Parameter Applicable standards

1 Melting Furnace (Float 1) Particulate matter 0.8 Kg/MT of Product

drawn

TF 5.0 mg/NM3

2 Diesel Engine 2.5 M (2

Nosfor Float 1)

Particulate Matter 75 mg/NM3

NOx (as NO2) (at 15% O2), dry basis, in ppmv 1100

NMHC (as C) (at 15% O2), mg/NM3 150

CO (at 15% O2), mg/NM3 150

3 Diesel Engine 500 KVA

(Float 1)

Particulate Matter 0.2 g/KW-hr

NOx + HC 4.0 g/KW-hr

CO 3.5 g/KW-hr

4 LPG Hot Water Generator

Exhaust (Existing 2 nos for

Float 1)


SO2 100 PPM

NOx 50 PPM

5 Diesel Engine, (1,2.3,4for

Float 1)



CO 3.5 g/KW-hr

6 Glass Edge Burner

(Float 1)


SO2 100 PPM

NOx 50 PPM

Flue gas Emission parameters and Limits as per “The Environment Protection Act & Rules 1986”: For Proposed

(Float Line 2)

Sr. No. Stack attached to Parameter Applicable standards

1 Melting Furnace (Float 2) Particulate matter 0.8 Kg/MT of Product drawn

SO2 500 mg/NM3

NOx 1000 mg/NM3

TF 5.0 mg/NM3

2 Diesel Engine 2.1 M (3

Nosfor Float 2)


NOx (as NO2) (at 15% O2), dry basis, in ppmv 1100

NMHC (as C) (at 15% O2), mg/NM3 150

CO (at 15% O2), mg/NM3 150

3 Diesel Engine 500 KVA

(Float 2)



CO 3.5 g/KW-hr

4 LPG Hot Water Generator

Exhaust (Proposed 2 nos

for Float 2)


SO2 100 PPM

NOx 50 PPM

5 Diesel Engine, (5 & 6for

Float 2)



CO 3.5 g/KW-hr

6 Glass Edge Burner

(Float 2)


SO2 100 PPM

NOx 50 PPM

7 Hydrogen Generation Plant Particulate Matter Not defined in regulations

9

(Float 1 & 2) SO2 Not defined in regulations

NOx Not defined in regulations

DETAILS OF PROCESS VENTS

Sr.

No.

Stack attached to Existing

number

of

stacks

Proposed

number

of stacks

Total

Stacks

Stack height

in Meters

for

proposed

stack

Pollutant

Emitted

APCM

1. Ammonia Cracking

Plant

1 - 1 21 PM,

Ammonia

Stack,

Nitrogen

Purging

2. Hydrogen

Generation Plant

- 1 1 16 PM, SO2,

NOx

Stack

3. Mirror Line Plant 7 8 15 12 Ammonia,

VOC

Stack

4. SO2 Vent (Float 1) 1 - 1 17 SO2 Stack

5. SO2 Vent (Float 2) - 1 1 17 SO2 Stack

6. Batch House Raw

Materials DCF Vents

(Float 1)

9 - 9 36 PM Dust Collector

7. Batch House Raw

Materials DCF Vents

(Float 2)

- 9 9 16 PM Dust Collector

8. Batch House Raw

Materials DCF Vents

at Basement (Float

1)


9. Batch House Raw

Materials DCF Vents

at Basement (Float

2)


10. Batch House

Unloading DCF Vent

(Float 1)


11. Batch House

Unloading DCF Vent

(Float 2)


12. Cullet Return

System DCF Vent

(Float 1)


13. Cullet Return

System DCF Vent

(Float 2)


14. Hot Air Exhaust

(Float 1)

5 - 5 16 PM Not Required

15. Hot Air Exhaust

(Float 2)

- 5 5 16 PM Not Required

16. Dust collector of

cullet sorting


17. Dust Collectors for - 2 2 16 PM Dust Collector

10

Cullet Transport


tunnels

- - 3 16 PM Dust Collector

19. Coater tempering

furnace stack

1 - 0 - - -


Coater sand blasting

1 - 1 15 PM Dust collector


hydrated lime

storage (Float 2)

1 1 18 PM Dust collector


EP/Filter dust

storage (Float 2)

1 1 16 PM Dust collector

1.5 Hazardous Waste Generation and Disposal

Sr.

No.

Items Category

as per HW

Rules

Existing Additional

Proposed

Total Treatment and Disposal

Method

1 Used Oil 5.1 25 KL/Year 25

KL/ Year

50

KL/ Year

Collection, Storage,

transportation, Sending

to Registered Refiners

for recycle / reuse /

Incineration

2 Waste residue containing oil 5.2 20

MT/ Year

20

MT/ Year

40

MT/ Year


transportation, Send to

GPCB registered TSDF

for land Filling or

Incineration

3 Process wastes, residues &

debris from production

and/or industrial use of

paints, pigments, lacquers,

varnishes, plastics and inks

21.1 20

MT/ Year

- 20

MT/ Year



licensed disposal

company

Recycle as a fuel or

Incineration

4 Spent solvents from the

production and/or industrial

use of solvents

20.2 5 MT/ Year - 5 MT/ Year Collection, Storage,


licensed disposal

company

Recycle as a fuel or

Incineration

5 Discarded Containers &

barrels contaminated with

hazardous wastes/chemicals

33.1

240

MT/ Year

- 240

MT/ Year


transportation, Disposal

by selling to Registered

Vendors for recycle/

reuse

6 Discarded Bags / Liners

contaminated with

hazardous wastes/chemicals

7 Furnace/reactor residue and

debris

1.1 60

MT/ Year

90

MT/ Year

150

MT/ Year



by landfill at authorized

TSDF

11

8 Inorganic Tin compounds B 17 1

MT/ Year

1.5

MT/ Year

2.5

MT/ Year



licensed disposal

company for Recycling /

landfill

9 Spent catalyst and molecular

sieves

1.6 4

MT/ Year

- 4

MT/ Year



licensed disposal

company for Recycling /

landfill

10 Spent ion exchange resin

containing toxic metal

(upcoming 1200 KL Ro resin

to be added

35.2 15

MT/ Year

- 15

MT/ Year




TSDF or recycle

11 Chemical sludge from waste

water treatment

35.3 5

MT/ Year

695

MT/ Year

700

MT/ Year




TSDF

12 Coater Sand Blasting Debris Z32 75

MT/ Year

- 75

MT/ Year




TSDF

Solid (Non-Hazardous) Wastes

Sr.

No

Waste Type Existing Proposed

Additions

Total Disposal Method

1. Mirror and Lacquered

Cullet

100

MT/Month

- 100 MT/Month Collection, Storage,

transportation, Sell as

non-hazardous waste

for recycling / reuse

2. Bad Batch 100

MT/Month

150 MT/Month 250 MT/Month Collection, Storage,

transportation,

Recycling/reuse /Landfill

3. G-Core 100 KG/Month 150 KG/Month 250 MT/Month Collection, Storage,

transportation, Reuse

in-house for water

neutralization / landfill /

recycling / reuse

4. Rejected Sand 2200

MT/Month


transportation,

Recycling in house /

selling to water

treatment plant and

construction industry /

Landfill

5. Lagoon reclaim waste 9200

MT/Month

5800 MT/Month 15000

MT/Month


transportation,

Recycling in house by

having sales to various

end users like foundries,

12

resin coated sand

manufacturers, ceramics

and tiles manufacturers,

filter bed

manufacturers,

construction industry etc

/ and /or at construction

Landfill

6. Cullet 2500 MT/

month


transportation,

Recycling in house / Sell

to recyclers

7. Sludge Generation

from STP

1 MT/Month 1 MT/Month 2 MT/Month Collection, Storage,

transportation, Using as

manure in-house

8. Furnace refractory

waste, Wool, Mud,

Cement etc.


transportation, Sent for

Construction site land

filling/recycle/reuse

9. Cullet Dust 40 MT/Month 60 MT/Month 100 MT/Month Collection, Storage,

transportation, Sent for

Construction site land

filling/recycle/reuse

10. E-waste 250 KG /

Month

400 KG / Month 650 KG / Month Collection, Storage,

transportation, Sold to

GPCB approved recycler

11. Trash and Packaging

material waste



scrap vendor

12. Metal Scrap 10 MT/Month 25 MT/Month 35 MT/Month Collection, Storage,


scrap vendor

13. Solid waste from flue

gas treatment (EP or

Filter Dust)

- 300 MT/Month 300 MT/Month Collection, Storage,

transportation, Reused

as a raw material

1.6 Green Belt

Total plant area is 6,55,990.4 m2. The proposed expansion will be done within the existing plant

premises, except that we are exploring possibility of buying (not yet finalized) a small tract of land for

parking of vehicles near the existing premises. Out of the total plant area, 1,18,040 m2 (17.99%) land

shall be developed as Green Belt/ Plantation. Total Colony Area is 3,74,456.4 m2 out of which 3,12,047

13

m2 (83.33%) is the existing green belt. Total Plant + Colony Area is 10,30,446.8 m

2 out of which

4,30,087 m2 (41.74%) will be green belt.

1.7 Power & Fuel Requirements

TOTAL POWER REQUIREMENT & SOURCE OF POWER

Power requirement (New sand plant + Float line 2 + Existing operation) will be 14.7 MW (Existing = 8.7

MW + Additional Proposed = 6 MW) which will be taken from GEB.

4 Nos. of (155 KVA each) and 2 Nos. of (2.5 MW each), 2 Nos. of (500 KVA) & 3 Nos. of (2.1 MW each).

DG Sets will be kept for emergency power back up.

Company also has 34 wind mills installed at Dwarka (Gujarat).

FUEL REQUIREMENT

Sr.

No.

Fuel Quantity Remark

Existing Additional Total Proposed

1 Natural Gas 6000 m3/hr 10150 m3/hr 16150 m3/hr Some amount of Natural

Gas would be used for

generation of Hydrogen

through Steam Methane

Reform process

2 LPG 4 MT/hr 6.4 MT/hr 10.4 MT/hr

3 Diesel 1515 Ltrs /Hr 2025 Ltrs/Hr 3540 Ltrs /Hr

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

M/s. Gujarat Guardian Limited proposes relocation and expansion of Silica Sand production (Glass

Grade) and LPG Storage capacity and development of interlinked Float Glass Line (FL2) in Existing Glass

Manufacturing Unit at Village: Kondh, Valia Road, Tal: Ankleshwar - 393001, Dist: Bharuch (Guj.).

Identification of the project proponent

Sr. No. Name of the Director Designation

1 Mr. Vinay Kumar Modi Chairman

14

2 Mr. Kevin William Baird Director

3 Mr. Alok K. Modi Joint Managing Director

4 Mr. A. M. Surana Finance Director

5 Mr. P. K. Gera, IAS Nominee Director

6 Mr. Arun Kumar Solanki, IAS Additional Director

7 Mr. Vincent Pringiers Director

8 Mr. Thomas V Jacobs Director

9 Mr. Merritt Edward Gaunt Director

10 Ms. Melanie Adele Henry Director

2.2 Brief description of nature of the Project

Proposed relocation and expansion of Silica Sand production (Glass Grade) and LPG Storage capacity

and development of interlinked Float Glass Line (FL2) in Existing Glass Manufacturing Unit

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

The demand for products intended to be manufactured by the interlinked FL2 is increasing in the

country, by expanding float glass manufacturing capacity, M/s Gujarat Guardian Limited will be able to

meet the demand of the product locally and/or Internationally. 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 our current customers and various 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

Shall be envisaged.

Gujarat Guardian Limited may import glass from other guardian facility based on the needs.

2.6 Export possibility

Shall be envisaged.

Export of all category of glass would be done based on commercial viability.

2.7 Domestic/Export Markets

Major portion of the product will be used for domestic market and some portion of the product may

be exported depending on the international market.

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

M/s Gujarat Guardian Limited will give direct employment to local people based on qualification and

requirement. In addition to direct employment, indirect employment shall generate ancillary business

to some extent for the local population.

3.0 Project Description

15

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

Proposed expansion of Silica Sand production (Glass Grade) and LPG Storage capacity and

development of interlinked Float Glass Line (FL2) in Existing Glass Manufacturing Unit. Expansion of

silica sand production is Category 2(b). Expansion of LPG storage capacity is Category 6(b).

16

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

layout) with coordinates.

Map showing general location

Project

Site

17

Project Site (Google Map)

18

LOCATION OF THE PROJECT SITE (10 KM RADIUS)

19

Plot Layout

Existing LPG

Storage Area

Proposed

LPG Area

Float Line-1

New Sand Plant Area

Float Line-2

20

LPG STORAGE LAYOUT (EXISTING)

21

LPG STORAGE LAYOUT (PROPOSED)

22

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

environmental considerations gone into should be highlighted.

It is expansion within existing premises. No alternate site is considered.

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

• Minor site clearance activities shall be carried out to clear shrubs and weed.

• The project site is located on level ground, which does not require any major land filling for area

grading work.

• Proximity to raw material suppliers.

• Site is very well connected by road.

• Availability of power, water, etc.

Modern infrastructure support and amenities at par in other global markets, including:

� Efficient transport facilities.

� Environment-friendly zone as we are away from Ankleshwar industrial area.

� Uninterrupted power supply.

3.4 Size or Magnitude of Operation

Please refer Section-1.2.1, Page No. 3.

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

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

Please refer Form-I, Annexure-III.

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 material required along with quantity; Please refer Section-1.2, Page No. 4 through 5.

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

outlined.

It is a Zero Liquid Discharge Unit. Total wastewater generation will be 1400 KL/Day (Existing – 980

KL/Day + Additional Proposed – 420 KL/Day).

410 (320+90) KL/day of domestic wastewater will be treated in STP and 90 KL/Day will be reused for

gardening & 320 KL/Day stored in soak pit or septic tank. Proposed waste water recycling plant

23

capacity (Float plant 1: 500 KLD, Float Plant 2: 200 KLD). Total ETP (Effluent Treatment Plant) or waste

water recycling capacity: 700 KLD and out of that 650 KLD will be recycled. Ultimately it is a Zero Liquid

Discharge Unit and after proposed expansion it will remain ZLD.

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

Water Source

Total water requirement is met through Valia Water Supply System (Tapi River canal water). The

system has enough capacity to meet the increased need.

Power & Fuel Requirement

Power requirement (New sand plant+ Float line 2 + Existing operation) will be 14.7 MW (Existing = 8.7

MW + Additional Proposed = 6 MW) which will be taken from GEB. 4 Nos. of (155 KVA each) & 2 Nos.

of (2.5 MW each), 2 Nos. of (500 KVA) and 3 Nos. of (2.1 MW each). DG Sets will be kept for emergency

power back up.

FUEL REQUIREMENT

Sr.

No.

Fuel Quantity

Existing Additional (New

sand plant +

Float line 2)

Total Proposed

(Existing operations +

New sand plant +

Float line 2)

Remark

1 Natural

Gas

6000 m3/hr 10150 m3/hr 16150 m3/hr Some amount of

Natural Gas would be

used for generation of

Hydrogen through

Steam Methane

Reform process

2 LPG 4 MT/hr 6.4 MT/hr 10.4 MT/hr

3 Diesel 1515 Ltrs

/Hr

2025 Ltrs/Hr 3540 Ltrs /Hr

24

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

management/disposal.

Kindly refer the Annexure V & VI of Form 1.

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

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

25

4.0 Site Analysis

4.1 Connectivity

Site is very well connected by road and rail

4.2 Land Form, Land Use and Land Ownership

1) Total Plant Area = 6,55,990.4 m2

Green Belt = 98,436 m2

(Existing)

= 1,18,040 m2 (Total Proposed) (17.99%)

2) Total colony area = 3,74,456.4 m2

Green Belt = 3,12,047 m2

(Existing) (88.33%)

2) Grand Total area (Plant + Colony) = 10,30,446.8 m2

Grand Total Green Belt (Plant + Colony) = 4,30,087 m2

(41.74%)

Sr. No. Land Use Proposed Plant

Area (m2)

1 Production Plants 113311.10

2 Parking 16187.30

3 Security Building 404.6825

4 Utility + Tank 40468.25

5 Tank Farm Area

6 Raw Material and Finished Products Storage 250443.31

7 Gas Tonner Storage 40468.25

8 Green Belt 118040.00

9 Road 76667.51

Total 655990.40

The land is owned by Gujarat Industrial Development Corporation and leased to Gujarat Guardian

Limited for 99 years.

26

4.3 Topography (along with map)

TOPOSHEET

27

4.4 Existing land use pattern (agriculture, non-agriculture, forest, water bodies (including area under

CRZ)), shortest distances from the periphery of the project to periphery of the forests, national park,

wild life sanctuary, eco sensitive areas, water bodies (distance from HFL of the river), CRZ. In case of

the notified industrial area, a copy of the Gazette notification should be given.

AREAS UNDER DIFFERENT LAND USE

Courtesy: Data Purchased from Environmental Information Centre, New Delhi

SR.

NO.

LANDUSE

CLASSIFICATION

AREA WITHIN 10 KM

OF PROJECT LOCATION

(SQ.KM.)

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

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

28

LAND USE / LAND COVER WITH VILLAGE LOCATIONS

4.5 Existing Infrastructure

Existing Infrastructures facilities are listed below:

Site is very well connected by road and rail.

The Valia Water Supply System delivers Tapi River canal water to the facility.

We have taken dedicated two power supply lines from DGVCL (Dakshin Gujarat Vidut Company

Limited).

29

4.6 Soil Classification

SOIL CHARACTERISTICS UNDER PROJECT AREA

Mapp

ing

Categ

ory

Area

in (Sq

km) Description

Taxonom

y1

Taxonom

y2

Class Subclas

s

Soil

Unit

(Orde

r)

Physiog

raphy Depth Erosion

Draina

ge

Surface

Textur

e pH

Salinity/

Alkalinity

Calca

reous

ness 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,

montrmo

rillonitic,

hyperther

mic Typic

Chromust

erts

Fine,

montmori

llonitic

(calcareo

us)

hyperther

mic Vertic

Ustochre

pts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

interflu

ves

Vertis

ol/

Incept

isol

Very

Gently

sloping

Very

Deep-

Deep Slight

Mod.

Well Fine

Ne

utr

al Nil

Calca

reous 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,

montmori

llonitic,

hyperther

mic Typic

Chromust

ers

Fine,

montmori

llonitic,

hyperther

mic Vertic

Ustochre

pts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

interflu

ves

Vertis

ol/

Incept

isol

Very

Gently

sloping

Very

Deep

Moder

ate

Mod.

Well Fine

Ne

utr

al Nil Nil Medium

30

D

103.3

3

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,

montmori

llonitic,

isohypert

hermic

Vertic

Ustropept

s

Fine,

montmori

llonitic

(calcareo

us),

isohypert

hermic

Vertic

Ustropept

s

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Incept

isol

Nearly

level

alluvial

V.Deep

-Deep Slight

Mod.

Well Fine

Slig

htly

alka

line

Slight

Salinity

Calca

reous 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,

montmori

llonitic,

hyperther

mic Typic

Chromust

ers

Fine,

montmori

llonitic,

hyperther

mic Vertic

Ustochre

pts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Vertis

ol

Very

gently

sloping

Very

Deep

Sligt-

Mod.

Mod.

Well

Fine

Soil

Slig

htly

alka

line Nil Nil Medium

31

H 80.95

Very deep,

moderately well

drained, fine soils

on nearly level

alluvial plain with

slight erosion;

associated with

very deep

moderately well

drained,

calcareous, fine

soils on gently

sloping lands with

severe erosion

Fine,

montmori

llonitic,

hyperther

mic Typic

Chromust

erts

Fine,

montmori

llonitic

(calcareo

us),

hyperther

mic Typic

Chromust

erts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Vertis

ol

Nearly

level

alluvial

Very

Deep

Slight-

Severe

Mod.

Well

Fine

Soil

Slig

htly

alka

line 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,

montmori

llonitic,

isohypert

hermic

Typic

Chromust

erts

Fine,

montmori

llonitic,

(calcareo

us),

hyperther

mic Udic

Chromust

erts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Vertis

ol

Very

gently

sloping

Very

Deep

Moder

ate

Mod.

Well

Fine

Soil

Slig

htly

alka

line

Moderat

e Nil

Low-

Medium

32

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,

montmori

llonitic,

isohypert

hermic

Typic

Chromust

erts

Fine,

montmori

llonitic,

(calcareo

us),

isohypert

hermic

Udic

Chromust

erts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Vertis

ol

Nearly

level

Mod.

Deep-

V.

Deep

Slight

Erosion

Well-

Mod.

Fine

Soils

Slig

htly

alka

line

Moderat

e 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

Fine,

montmori

llonitic,

isohypert

hermic

Typic

Chromust

erts

Very-fine,

montmori

llonitic

(calcareo

us),

isohypert

hermic

Udit

Chromust

erts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Vertis

ol

Nearly

level

Very

Deep

Slight

Erosion

Weel

Draine

d-

Fine

Soils-

V.Fine

Soils

Slig

htly

alka

line

Moderat

e Nil Medium

(Courtesy: Data Purchased from Environmental Information Centre, New Delhi)

33

SOIL CHARACTERISTICS MAP

4.7 Climatic data from secondary sources

Primary source: our own weather station and secondary sources: Indian Meteorological

Department, Ahmedabad. We will include the details in EIA report.

4.7.1 MICRO-METEOROLOGY OF THE AREA

The climate of Gujarat is varied, as it is moist in the southern districts and dry in the

northern region. The Arabian Sea and the Gulf of Cambay in the west and the forest-

covered hills in the east soften the rigors of climatic extremes, consequently reducing the

temperature and render the climate more pleasant and healthy. Bharuch lies along the

southern part of the state and experiences a climate with aridity index of 15 to 20 per cent

indicating adequate moisture availability in the soils for most part of the year. (Courtesy:

Environmental Information Centre, New Delhi).

34

4.7.1.1 TEMPERATURE DETAILS

Minimum, Maximum and Average Temperatures for Surat Station (own weather station

installed) of the year 2016 are given in Table below:

TEMPERATURE DATA

Month

(2016)

Minimum

Temperature

(0C)

Maximum

Temperature

(0C)

Average

Temperature

(0C)

January 17 34 25

February 19 37 28

March 19 40 29

April 25 39 31

May 28 41 32

June 26 37 31

July 25 33 29

August 25 32 29

September 8 33 28

October 19 37 28

November 17 34 25

December 15 35 24

4.7.1.2 RELATIVE HUMIDITY (RH)

Minimum, Maximum and Average Monthly Relative Humidity for Surat Station (own

weather station installed) of the year 2016 is given in Table below:

RELATIVE HUMIDITY DATA

Month

(2016) Minimum R.H.% Maximum R.H.% Average R.H.%

January 6 55 25

February 6 100 25

March 6 82 28

April 6 70 30

May 6 69 37

June 11 77 34

July 19 94 52

August 65 100 91

September 16 100 72

October 6 97 39

November 6 39 15

December 6 39 14

35

4.7.1.3 RAINFALL

Rainfall data collected of Surat station (own weather station installed) of the year 2016 is

presented in below table.

RAINFALL DATA

Month

(2016)

Monthly Total

(mm) Numbers of Rainy Days

January 0 0

February 0 0

March 0 0

April 0 0

May 0 0

June 19.7 3

July 312.0 11

August 98.6 4

September 109.8 5

October 77.0 4

November 0 0

December 0 0

Total 617.1 27

Total rainfall, during the monsoon period, has been recorded as 617.1 mm.

4.7.1.4 WIND SPEED

Wind speed for Surat Station (own weather station installed) of the year 2016 is given in

Table below:

WIND SPEED DATA

Sr. No. Month

(2016)

Average Wind speed

(KMPH)

1. January 0.4

2. February 0.9

3. March 1.5

4. April 3.0

5. May 6.0

6. June 6.7

7. July 5.3

8. August 6.9

9. September 4.1

10. October 1.9

11. November 1.8

12. December 2.6

Average 3.425

36

Site-specific meteorological data is given in below Table. A meteorological station was

installed at the project site to know temperature, relative humidity, hourly wind speed,

direction, and rainfall at the project site during the study period:

(PERIOD – OCTOBER’ 17 TO DECEMBER’ 17)

METEOROLOGICAL PARAMETER MONTH

OCTOBER’ 17 NOVEMBER’ 17 DECEMBER’ 17

Temperature (0C)

Min.

Max.

Avg.

18

36

28

15

35

25

11

33

22

Relative Humidity (%)

Min.

Max.

Avg.

18

98

57

22

99

57

21

88

52

Wind Speed (km/h)

Min.

Max.

Avg.

0

19

4

0

28

6

0

21

5

There was no rainfall during the study period. Diurnal shift in wind direction was not

observed during study period.

4.8 Social infrastructure available

Infrastructure resource base of the surveyed villages with reference to education, medical,

water resources, post and telegraph, communication, power supply is presented in below

table. There are 35 villages within study area of 10 km radius of plant site. Significant

observations with respect to availability of amenities in study area are as follows.

All of the villages have primary schools, 3 villages have both primary and secondary

education schools. 8 villages have adult education facility. 20 villages in the impact zone

have community health workers, 12 villages have primary health sub center, 4 villages have

registered private practitioners while 5 villages have family planning center, 2 villages have

37

primary health center. One maternity home, four child welfare centers, one nursing home,

two dispensaries and one hospital are also available in the impact zone.

In the study area drinking water facilities are good as tap water and well water is available

almost in all the villages, 4 villages have hand pumps. Tank water is available in 10 villages, 2

villages get water from tube well, 5 from canal and one from Nallah. Post office facility is

available in 27 villages while one village has post and telegraph facility. Telephone facility is

available in 17 villages. 35 villages are well connected through a network of Pucca road. 30

villages have Kuccha approach road. Bus is the main mode of transportation and is available

in 38 villages, while 4 villages are connected with railways. All the villages get electricity for

all purpose i.e. domestic, agriculture and industrial.

5.0 Planning Brief

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

planning/Development authority classification.

Type of Industry: Proposed expansion of Silica Sand production (Glass Grade) and LPG

Storage capacity and development of interconnected Float Glass Line (FL2) in Existing Glass

Manufacturing Unit.

This facility is located outside the notified industrial area of Ankleshwar.

5.2 Population Projection

POPULATION DENSITY

Name Population

(Persons)

Population Density

(Person / sq. km.)

Sex ratio

(No. of females per

1000 males)

Taluka Ankleshwar (2001) 262823 198 870

Taluka Ankleshwar (2011) 315596 238 882

District Bharuch (2001) 1370104 210 920

District Bharuch (2011) 1551019 238 925

Within 5 km Radius (2001) 39100 293 912

Within 10 km Radius (2011) 92136 498 925

(Courtesy: Census Dept., GOI)

38

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

1) Total Plant Area = 6,55,990.4 m2

Green Belt = 98,436 m2

(Existing)

= 1,18,040 m2 (Total Proposed) (17.99%)

2) Total colony area = 3,74,456.4 m2

Green Belt = 3,12,047 m2

(Existing) (88.33%)

2) Grand Total area (Plant + Colony) = 10,30,446.8 m2

Grand Total Green Belt (Plant + Colony) = 4,30,087 m2

(41.74%)

Sr. No. Land Use Proposed Plant

Area (m2)

1 Production Plants 113311.10

2 Parking 16187.30

3 Security Building 404.6825

4 Utility + Tank 40468.25

5 Tank Farm Area

6 Raw Material and Finished Products Storage 250443.31

7 Gas Tonner Storage 40468.25

8 Green Belt 118040.00

9 Road 76667.51

Total 655990.40

39

5.4 Amenities/Facilities

Taluka Village Educational Medical Drinking

Water

Post &

Telegraph

Commu

nication

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

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

Jitali P (3), H, AC (4),

O

PHC, RP,

SMP, CHW

T, W, HP PO, PHONE BS PR, KR Ankleshwar-10 EA

Dodwada P(2) PHS, FPC,

CHW


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

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

40

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


(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 College

Ac- Adult Literacy Class

Tr-Training School

2. Medical Facilities

RP-Registered Private Practitioner

PHS-Primary Health Sub-Centre

FPC-Family Planning Centre

PHC-Primary Health 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

3. Drinking Water

T-Tap Water

HP-Hand Pump

TK-Tank Water

W-Well Water

R-River Water

C-Canal

N - Nallah

S – Spring

TW- Tube well Water

4. Post & Telegraph

PO-Post Office

PTO-Post & Telegraph

Phone-Telephone Communication

5. Communication

BS-Bus Station

NW-Navigable Waterway

6. Approaches to Village

PR-Pucca Road

KR-Kuchcha 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.

41

6.0 Proposed Infrastructure

6.1 Processing Zone = 5,37,950.4 m2

(This would include the existing operations, new sand

plant and Float Line 2 operation)

6.2 Non- Processing Zone = 1,18,040 m2

(This is including existing as well as proposed

green belt and plantation)

6.3 Green Belt

Company has developed an effective green belt within the factory and on periphery of the

factory. Total Plant Area is 6,55,990.4 m2 out of which 98,436 m

2 is the existing green belt

and 19,604 m2

is proposed green belt area development. The cumulative green belt would

be 1,18,040 m2 (17.99%). Total Colony Area is 3,74,456.4 m

2 out of which 3,12,047 m

2

(83.33%) is the existing green belt. Total Plant + Colony Area is 10,30,446.8 m2 out of which

4,30,087 m2 (41.74%) will be green belt.

6.4 Social Infrastructure

This will be addressed as part of CSR (corporate social responsibility) program and the

details of the CSR program will be addressed in the EIA report.

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

Site is very well connected by road and rail

6.6 Drinking Water Management (Source & Supply of water)

Total water requirement is met through Valia Water Supply System (Tapi River Canal

Water). We treat the water before using for drinking.

6.7 Sewerage System

Sewage pipes are laid in entire factory (offices, canteen and domestic use) conveyed to

sewage treatment plant for treatment and reused back in land irrigation/gardening.

Please refer Annexure IV of Form 1 for more details on STP plant.

6.8 Solid Waste Management

Please refer Section 1.5 (Page No. 10 through 12).

42

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)

There is no habitation on the proposed expansion project activity area, and it is open

industrial land, so R & R policy is not applicable to this project. There shall not be

displacement of any population in project area. Any major activity that may lead to

resettlement of the people is considered as permanent impact. Hence, there is no

permanent impact on this account. The increasing industrial activity will 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 of sand beneficiation plant only after getting environmental

clearance which we are anticipating by 30th

December 2019 and expecting the start of

construction of new sand plant by 20th

January 2020 and operation of new sand plant by

31st

August 2020, we have already received the Consent to Establish approval for the sand

beneficiation plant from Gujarat Pollution Control Board. We shall start production of new

sand beneficiation plant upon making application for CCA.

Note: In the existing premises, we already have operational float glass manufacturing unit

and existing sand beneficiation plant since 1993.

43

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

project.

Total Cost of the Project is Rs. 2184 Crores (Existing Operations = 584 Crores + Additional

Proposed Operations = 1600 {New sand plant and LPG Storage enhancement: 86 + Float line

2 (interlinked project): 1514 Crores}. Total Plant Area is 6,55,990.4 m2

.

Break up of Additional Project Cost

Sr.

No.

Particulars Estimated Cost

(In INR crores)

1 Land and Site Development 283

2 Building 208

3 Plant and Machineries 1074

4 Environment protection measures (includes cost of ETP, Tree

Plantation, Evaporator System and Rain Water Harvesting etc.)

35

TOTAL 1600

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 would be as per prevailing norms of state government for skilled and unskilled

people for the proposed expansion 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. This will be

addressed through CSR program during and after the project execution.

pre-feasibility report 190319environmentclearance.nic.in/writereaddata/online/tor/19...9 ep/filter...

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