For Amendment - Environmental Clearance [EC]

SEAC, Gujarat Page 1 of 12

Page 1 of 12 Amendment- EC--SEAC, Gujarat

For all Categories .....General

For Amendment - Environmental Clearance [EC] 1. EC letter no. and Date: SEIAA/GUJ/EC/5(f)/3040/2015 dated 19th August 2015

2. Brief note on proposed EC amendment:

As per the recent market scenario proponent wishes to amendment in existing environmental clearance by production of only Paper &

Paper Board Coated & Uncoated: Duplex & Testliner. In addition to this proponent also wishes to install the waste to energy boiler which

will utilize hazardous waste generate during the process as a fuel. Due to proposed amendment no additional pollution load will be

generated in terms of Air, water and Hazardous waste generation.

3. Details regarding proposed changes:

Sr. no. Condition no. in which changes proposed.

As per EC As per proposed amendment Justification

1. Product Detail Sr. No.

Product Name

Quantity (MTPA)

1.

News-Print Paper (And/Or)

1,00,000

2.

Printing & Writing Coated & Uncoated Paper (And/Or)

1,20,000

3. Paper & 1,50,000

Sr. No.

Product Name

Quantity (MTPA)

1.

News-Print Paper (And/Or)

0

2.

Printing & Writing Coated & Uncoated Paper (And/Or)

0

3. Paper & 2,40,000

Proponent proposes to generate the energy from the Solid & Hazardous waste generated during the process into a fuel source. For the same purpose 1 Nos. of Waste to energy boiler with capacity of 14 TPH will be proposed.



Paper Board Coated & Uncoated: Duplex & Testliner (And/Or)

4. Tissue Paper

32,000

Maximum Quantity (1+2+3+4)

2,40,000

5.

Captive Power Plant (CPP)

15 MW

Paper Board Coated & Uncoated: Duplex & Testliner (And/Or)

4. Tissue Paper

0

Maximum Quantity (1+2+3+4)

2,40,000

5.

Captive Power Plant (CPP)

11.5 MW

A1 (1) Total production of News print paper, Printing & Writing coated & Uncoated Paper, Paper & Paper Board Coated & Uncoated : Duplex & testliner & Tissue paper from waste Paper shall not be exceed 2,40,000 MT/Annum.

Total production of Paper & Paper Board Coated & Uncoated : Duplex & testliner from waste Paper shall not be exceed 2,40,000 MT/Annum.

A2 (3) The fresh water requirement shall not exceed 4865 KL/day for the proposed project and it shall be met only through water supply from the GIDC Metering of water shall be done and its records shall be maintained. No ground water shall be tapped in any case for meeting the project requirements.

The fresh water requirement shall not exceed 3830 KL/day for the proposed project and it shall be met only through water supply from the GIDC Metering of water shall be done and its records shall be maintained. No ground water shall be tapped in any case for meeting the project requirements.

Due to less production in existing premises, current average water requirement is about 3000 KLD, After proposed amendment total water requirement will be 3830 KLD, which is very much less than granted permission. Thus, Water

A2 (4) The industrial effluent generation shall not exceed 2922 KL/day and effluent shall be treated in proposed Effluent

The industrial effluent generation shall not exceed 2822 KL/day and effluent shall be treated in proposed Effluent



treatment Plant. treatment Plant. consumption will be reduced. Waste water generation will be reduced.

A2 (7) Domestic wastewater generation shall not exceed 30 KL/day which shall be disposed off through septic tank-soak pit.

Domestic wastewater generation shall not exceed 25 KL/day which shall be disposed off through septic tank-soak pit.

A3 (1) Imported coal 411 MT/day or Mixture of fuel (Lignite: 422 MT/day& Imported coal: 105 MT/day) shall be used as a fuel in 80 TPH AFBC Boiler of CPP. Minimum 20% of Imported coal shall be used in mixture of fuel with lignite. 100% Lignite shall not be used in any case.

Imported coal 1,06,500 TPA or Mixture of fuel (Lignite: 1,36,500 TPA & Imported coal : 1,06,500 TPA) shall be used as a fuel in 60 TPH AFBC Boiler of CPP. Minimum 20% of Imported coal shall be used in mixture of fuel with lignite. 100% Lignite shall not be used in any case.

Proponent proposes to generate the energy from the Solid & Hazardous waste generated during the process into a fuel source. For the same purpose 1 Nos. of Waste to energy boiler with capacity of 14 TPH will be proposed.

A4 (37) ETP Sludge shall be sent to Common TSDF for its disposal.

ETP Sludge shall be used as fuel in waste to energy boiler.

A4 (42) De-inking sludge generated from the paper manufacturing shall be sent for co-processing & use as alternate fuel.

De-inking sludge generated from the paper manufacturing shall be shall be used as fuel in waste to energy boiler.

A4 (44) Non-recyclable plastic waste and other solid waste generated during process shall be sent for co-processing & use as a alternate fuel.

Non-recyclable plastic waste and other solid waste generated during process shall be shall be used as fuel in waste to energy boiler.



4. Basic Information of the Project:

i Name & Address of the Project site (Complete details with plot no. /Survey no., Landmark etc.)

Mehali papers Pvt. Ltd. Plot No. D2/11/B-2, GIDC- Dahej, Ta: vagra, Dist: Bharuch

ii Name of the Applicant

Jay Prakash Mishra

iii Address for correspondence

Behind Podar International School, Via Vapi, Tukwada 396185, Dist. Valsad, Gujarat, India

iv Contact no. and e-mail ID of the Applicant Mo. no. : +91 99786 00914

e-Mail:

v Aerial distance of nearest Habitat (KM)

Vav - 1.78 km @ NE direction

vi Longitude & Latitude of the Project Site: (4 corners of the site)

Corner Latitude Longitude

A

B

C

D

vii Category as per the Schedule to the EIA Notification 2006 i.e. 1(d), 2(b), 5(f) etc.

5(i)

viii Applicability of General Conditions of EIA Notification 2006: i.e. Ensure that

(1) Protected areas notified under the Wildlife (Protection) Act, 1972;

(2) CEPI areas (3) Eco-sensitive areas and (4) Inter-state boundaries and

international boundaries; are not located within 5 km or 10 km (as the case may be) area from the boundary of the proposed site.

Not Applicable

5. Product profile: (As per EC)

The project falls under Category B of project activity 5(i) as per the schedule of EIA Notification 2006.

Sr. No.

Product Name Quantity (TPA)

1. News-Print Paper (And/Or) 1,00,000

2. Printing & Writing Coated & Uncoated Paper (And/Or) 1,20,000

3. Paper & Paper Board Coated & Uncoated: Duplex & Testliner (And/Or)

1,50,000

4. Tissue Paper 32,000

Maximum Quantity (1+2+3+4) 2,40,000

5. Captive Power Plant (CPP) 15 MW



6. Compliance status of the existing project:

All the conditions mentioned in Environmental Clearance Issued by the MoEF&CC, New

Delhi have been complied and regularly submitted compliance report for the same to

Regional Office, Bhopal. Inspection has been done by RO-MoEFCC, Bhopal and

certified compliance report will be received.

7. Salient features of the project including Water, Air and Hazardous waste

management: (As per latest Format and with indication of proposed change)

Sr. no. Particulars Details

A

A Total cost of Proposed Project (Rs. in Crores):

Rs. 301.78 Crores

Details of EMP Rs. 1475 Lakhs # Description Existing

EMP Cost (Lakhs)

Additional for Amendment

(Lakhs)

1. Air Environment

1445 350

2. Water Environment

3. Noise Environment

4. Occupational Health & Safety

5. Green Belt (development & maintenance)

TOTAL 1445 350

Details of CER as per OM dated 01/05/2018 Rs. 5000000 Sr. No.

Particulars Amount Remarks

CER during April-2018 to September-2018

1. Vadadal Gram Panchayat

School 5,00,000

For School RCC Work, New Toilet, Sintex Water Tank, Garden Developed and sports Equipment provided by Company

2. Vadadal Gram Panchayat Diwali

Celebraation 11,000

For Mandap, Lighting and Music System exp.

3. shree Bhutnath Charitable

welfare Trust 41,000

For Wedding Ceremony of Nemours Couples

4. Land loosers Association Vagra 75,000 2 Nos Water Cooler Donated at Veri Mata Temple Suva

TOTAL 6,27,000

CER during April-2017 to September-2017

1. Roti Foundation Mumbai 100,000 Providing Food To Hungry People By Youngsters Knocking On The Doors

Of Common Resident

2. Manish Kothari-Mumbai

Marathon 51,000

Cancer Patients Through The NGO CPAA

3. Enviro Creators Foundation 2,26,000 Tree Plantation

TOTAL 3,77,000

B Total Plot area ( sq. meter)

192,418 Sq. m.

Green belt area ( sq. meter)

68000 Sq. m.

C Employment generation

350

D Water

i Source of Water Supply GIDC Water Supply



(GIDC Bore well, Surface water, Tanker supply etc...)

Status of permission from the concern authority.

Permission has been obtained from GIDC vide S. No. 2790 dated 24th February 2014.

ii Water consumption (KLD)

Category Quantity (KLD) Remarks

(A) Domestic 30

(B) Gardening 70

Treated effluent from ETP & STP used for gardening

(C) Industrial

Process 3000

Washing

Boiler 500

Cooling 300

Others --

Industrial Total 3800

Total (A + B + C) 3830

1) Total water requirement for the project: 3950 KLD 2) Quantity to be recycled: 120 KLD 3) Total fresh water requirement: 3830 KLD

(Total water requirement = Fresh water + Recycled water)

iii Waste water generation (KLD)

Category Waste water (KLD) Remarks

(A) Domestic 25

(B) Industrial

Process 2757

Washing

Boiler 15

Cooling 50

Others

Total Industrial waste water

2822

Total [A + B] 2847

iv Treatment facility within premises with capacity [In-house ETP (Primary, Secondary, Tertiary), MEE, Stripper, Spray Dryer, STP etc.

ETP – 3000 KLD ,STP – 25 KLD

Treatment scheme including segregation at source. After proposed amendment, 2822 KLD of industrial effluent will be treated in existing ETP. After treatment the treated effluent i.e. 50 KL/day is used for gardening purpose within premises and 50 KLD is used for sprinkling on coal storage and rest 2722 KLD is sent for disposal into GIDC underground drainage-Dahej Vilayat Pipeline/Common Disposal System up to the sea, hence overall quantity of wastewater discharge to GIDC drain will remain same



Note: (In case of CETP discharge) : Management of waste water keeping in view direction under section 18 (1) (b) of the Water (Prevention and Control of Pollution) act, 1974 issued by CPCB regarding compliance of CETP. After proposed amendment, 2822 KLD of industrial effluent will be treated in existing ETP. After treatment the treated effluent i.e. 50 KL/day is used for gardening purpose within premises and 50 KLD is used for sprinkling on coal storage and rest 2722 KLD is sent for disposal into GIDC underground drainage-Dahej Vilayat Pipeline/Common Disposal System up to the sea, hence overall quantity of wastewater discharge to GIDC drain will remain same

Brief note on adequacy of ZLD (In case of Zero Liquid Discharge): NA

v Mode of Disposal & Final meeting point

Domestic:

25 KLD domestic effluent will be treated in sewage Treatment plant and treated sewage will be used for gardening/Toilet flushing purpose.

Industrial:

After proposed amendment, 2822 KLD of industrial effluent will be treated in existing ETP. After treatment the treated effluent i.e. 50 KL/day is used for gardening purpose within premises and 50 KLD is used for sprinkling on coal storage and rest 2722 KLD is sent for disposal into GIDC underground drainage-Dahej Vilayat Pipeline/Common Disposal System up to the sea, hence overall quantity of wastewater discharge to GIDC drain will remain same

vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc. Name of CF

NA

Membership of Common facility (CF) (For waste water treatment)

NA

vii Simplified water balance diagram with reuse / recycle of waste water



viii Reuse/Recycle details (KLD)

Total reuse…….KLD

Source of waste water for reuse with quantity in KLD (From where it is coming)

Application area with quantity in KLD (Where it is used)

Characteristics of waste water to be reused (COD, BOD, TDS etc.)

Remarks regarding feasibility to reuse i.e.

ETP – 100 KLD Coal Quenching – 50 KLD Gardening – 50 KLD

pH- 6.5 – 8.5 Suspended Solids <100 mg/l TDS <2100 mg/l BOD <30 mg/l COD <250 mg/l

Feasible

STP – 20 KLD Gardening/Toilet Flushing- 20 KLD

pH- 6.5 – 7.5 TSS 25-30mg/l BOD <20 mg/l Residual Chlorine > 0.5 mg/l

Feasible

E Air

i Flue gas emission details No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.

-

Sr. no.

Source of

emission

With Capacity

Stack Height (meter

)

Type of Fuel

Quantity of Fuel

MT/Day

Type of emissions i.e. Air Pollutant

s

Air Pollution Control Measure

s (APCM)



1 Steam Boiler – I (60 TPH)

80 Imported

coal & Lignite

Imported Coal:

1,06,500 TPA and/or

Lignite: 1,36,500

TPA

PM: <150 mg/Nm3

SO2: <100 ppm

NOx: < 50 ppm

ESP with coal and coal ash handling system

2 Steam Boiler – II (14 TPH)

30

Deinking Sludge

ETP Sludge Non-

Recyclable Process

waste

Deinking Sludge:2400

0 TPA ETP

Sludge:931 TPA Non-

Recyclable Process

waste:6000 TPA

Lime/dry Scrubber

& Bag Filter

3

DG Set

(1 No. –

1000 kVA

1 No. – 500 kVA)

30 HSD 400 LPH Adequate stack Height

-

ii Process gas emission details i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx

etc.)

-No Any Process gas emission

Sr. no.

Specific Source of emission (Name of

the Product & Process)

Type of emission

Stack/Vent Height (meter)

Air Pollution Control

Measures (APCM)

NA NA NA NA

-

iii Fugitive emission details with its mitigation measures: As below:

Concrete road is already developed within plot premises to avoid fugitive

dust due to vehicle movement.

Manufacturing activity is being/will be carried out in closed

reactors/vessels and

Regular checking and maintenance of the same is being/will be carried out

to avoid any leakages.

All the raw materials are being /will be stored in closed containers and in

sealed bags and will be handled through closed system to avoid the



handling losses.

F Hazardous wastes (as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016.

i

Sr. no.

Type/Name of

Hazardous waste

Specific Source of generation (Name of

the Activity, Product

etc.)

Category and

Schedule as per

HW Rules.

Quantity (MT/Annum)

Management of HW

Hazardous Waste

1

Primary ETP Sludge

(on dry bases)

ETP

35.3 3386

Collection, Storage,

Transportation, reuse , sale to actual users or use as a fuel in waste to energy

boiler

2

ETP -Biological

Sludge (on dry bases)

ETP 35.3 1051


Transportation & Disposal at

TSDF site BEIL or use as a fuel

in waste to energy boiler

3 Used Oil Utility area 5.1 2.4


Transportation & Disposal by

selling to registered refiners.

4 Discarded Container

Product & raw

Material Storage

33.3 240


decontamination, transportation &

Disposal by selling to vendors.

Solid Waste

1 Fly Ash Boiler -- 38880


Transportation & Disposal at

Cement & Brick manufacturing

unit.

2 De – Inking Process -- 9600 Collection,



Sludge (on dry bases)

Storage, Transportation &

Disposal at TSDF site of

BEIL or cement Industry or use

as a fuel in waste to

energy boiler.

3

Non-recyclable

plastic waste and other solid waste from

process

Process -- 9600


Transportation & Disposal for co-processing or

use as a fuel in waste to

energy boiler. -

ii Membership details of TSDF, CHWIF etc. (For HW management)

Membership of TSDF BEIL

iii Details of Non-Hazardous waste & its disposal (MSW and others)

As per Above

G Solvent management, VOC emissions etc.

i Types of solvents, Details of Solvent recovery, % recovery, reuse of recovered Solvents etc. (Details in Table Format)

Not Applicable

ii VOC emission sources and its mitigation measures

No any

H Details regarding storage of Hazardous chemicals

Storage details Name of major Hazardous chemicals

Remarks

Storage tanks

Drum/Barrel storage

Applicability of PESO : Not Applicable



8. Details of Environmental Consultant:

Sr. no.

Particulars Details

i Name of the Consultant Eco Chem Sales & Services

ii Contact no. and e-mail ID of the Consultant

Mo. no. :9825123805

e-Mail: [email protected]

iii Accreditation for the categories and Validity

21 Sectors including 5(i) – “A” & 1(d) NABET Certificate No.: NABET/EIA/1720/SA 085 valid up to 20th February 2020.

iv Any other details ---

Name & designation

of the Applicant:

General Instructions

Format shall be in WORD Format (Font type- Arial, Font size- 11)

Provide authenticated (with stamp & Signature) hard copy during presentation.

Kindly send e-mail to : [email protected]

Above data shall be as per application Form-1 & PFR.

Incorporate relevant details in respective column in the Format. Do not attach

Annexure except copy of Certificates etc.

mailto:[email protected]

AMENDMENT IN ENVIRONMENTAL CLEARANCE

for

PAPER MANUFACTURING UNIT ALONG WITH COAL BASED

CAPTIVE POWER PLANT

At

Plot No. D2/11/B-2, GIDC - Dahej, Ta: Vagra, Dist: Bharuch

Land/Plot Area: 200000 m2

Production Capacity: 2,40,000 TPA along with 15 MW CPP

[EC Letter No: SEIAA/GUJ/EC/5(F)/3040/2015 dated 19th August 2015] [Schedule 5 (i) & 1(d) Category–“B” As per EIA Notification 2006 and its Amendment thereof]

APPLICANT CONSULTANT

MEHALI PAPERS PVT. LTD. ECO CHEM SALES & SERVICES Plot No.: D2/11/B-2, Office Floor, Ashoka Pavilion - A

Notified Industrial Area, GIDC Dahej, New Civil Road, Surat, 395001 District – Bharuch, Gujarat -392130 NABET/EIA/1720/SA 085

E-mail: [email protected] E-mail: [email protected] Mo. No.: +91-9099600022 Tel No. +91 261 2231630

Doc No: 2019_ECSS_EIAI2_1900020

August 2019

Page 1 of 27

1.0 INTRODUCTION

Mehali Papers Pvt. Ltd. is a newly established firm contemplating a Recycled Paper Industry along

with a captive power plant (CPP). The promoters are past owners of Ruby Macons Ltd. (RML), which

recently completed more than 30 years in Paper industry. RML is the largest manufacturer of Kraft

Paper in India. It has also supplied 99 complete paper projects in India from its engineering division.

Due to the profitable growth and the success story of Ruby Macons, a U. S. based company

MeadWestvaco (MWV) acquired RML in December 2012.

Thus, Mehali Papers Pvt. Ltd. envisages a very successful business and best-in-class operation that

boasts advanced operational and technical leadership, strong brand awareness and reputation

among converters and brand owners. The products, relationships and long market leadership of the

promoters along with their past projects shall be leveraged together with the strong technical and

management teams for the successful implementation of the proposed project.

The nature of the products being recyclable, reflect the commitment of Mehali Papers Pvt. Ltd.

towards Environmental Awareness. In addition to this, every step in the production process – from

use of highest quality substrates and materials in the packaging solutions, to a design and printing

process that ensures faithful reproduction of the customers’ brands – is optimized to ensure that the

company maintains the integrity of their customers’ brands.

Promoters have clean reputation & experience in the industry and therefore have established a 100%

Recycled based paper manufacturing company in GIDC Dahej, Gujarat.

Environmental Clearance has been obtained for plant located at Plot No. D2/11/B-2, GIDC- Dahej,

Ta: Vagra, Dist: Bharuch for manufacturing of paper along with Coal Based Captive Power plant of 15

MW vide No. SEIAA/GUJ/EC/5(f)/3040/2015 dated 19th August 2015. Existing EC and CCA are

attached as Annexure I. Now, as per the recent market scenario proponent wishes to amendment in

existing environmental clearance by production of only Paper & Paper Board Coated & Uncoated:

Duplex & Testliner. In addition to this proponent also wishes to install the waste to energy boiler

which will utilize hazardous waste generate during the process as a fuel. Due to proposed

amendment no additional pollution load will be generated in terms of Air, water and Hazardous waste

generation.

2.0 PROJECT DESCRIPTION

2.1 Location of Project

The project site falls in Dahej GIDC region of Bharuch district and is located at 21°44'9.23"N latitude

and 72°37'53.18"E longitude. Nearest railway station from the project site is Bharuch railway station

which is approximately 40 km away from the project site.

Connectivity

Page 2 of 27

The site is connected by road with State Highway (SH) No. 6 which is at 2 km (approx.) from the

project site and National Highway (NH) No-8 which is around 40 km from the project site. The nearest

town from project site is Bharuch at a distance of 40 km. Bharuch district has many large, medium

and small scale industries and is referred as a model Industrial Estate for other Industrial Districts.

Table 2.1 Salient Features of the Project Site

S. No. Particulars Details

1. Approx. Geographical Co-ordinates of project site

21°44'9.23"N, 72°37'53.18"E

2. Village Vadala @ 0.5 km

3. Nearest Town Bharuch @ 40 km

4. River/Streams River Narmada

5. Nearest Highway SH-6 @ 2 km NH-8 @ 40 km E

6. Nearest Railway Station Bharuch Railway Station @40 km E

7. Nearest Airport Vadodara Airport @100 km NE

8. Tourist places None within 10 km radial periphery

9. Protected areas (National parks/ sanctuaries)

None within 10 km radial periphery

10. Nearest state boundary Gujarat State Boundary

11. Defense installations None within 10 km radial periphery

12. Sites of Historical/ Archaeological Importance

None within 10 km radial periphery

13. Densely Populated or built – up Area

Bharuch town @ 40 km E

14. Major Industries in nearby Area

Naveen Fluorine

Lubrizol Advance Materials India Ltd

ONGC

GNFC

ABG Shipyard

Birla Copper

Note: All the above mentioned distances are the aerial distances from project site.

Page 3 of 27

Figure 2.1: Short View Google Earth Image of project site

Figure 2.2: Long View Google Earth Image of project site covering 10 km radius

Page 4 of 27

Figure 2.3: Location Map showing project site in SEZ

2.2 Product Description

The unit has obtained Environmental clearance for the manufacturing of News print paper, Printing

and Writing Paper, Paper Board (Coated/Uncoated) and Tissue paper from waste paper. The total

quantity of paper produced is 2,40,000 MTA along with 15 MW CPP. The unit had obtained CCA for

the manufacturing of 1,50,000 TPA Paper & Paper Board Coated & Uncoated: Duplex & Testliner

alongwith 10 MW CPP.

Looking to the present market scenario, proponent wishes to manufacture only paper and paper

board product instead of producing News-Print Paper, Printing & Writing Coated & Uncoated Paper

and Tissue Paper, but due to proposed amendment overall production capacity will not change from

existing EC.

In same lines unit has obtained EC for 15 MW coal based CPP (with 80 TPH boiler) but in proposed

amendment unit will install waste to energy boiler with 1.5 MV (with 14 TPH boiler), hence power

plant capacity will be decrease by 3.5 MW compare to existing EC.

Page 5 of 27

Table 2.2 List of Products

Sr. No.

Product Name

Quantity (MTPA) Remark

As per Existing EC

Actual As per CCA

Amendment required

1. News-Print Paper (And/Or)

1,00,000 0 0 Total

production capacity of paper will

remain same as per EC and the

capacity of CPP will

reduce by 3.5 MW

2. Printing & Writing Coated & Uncoated Paper (And/Or)

1,20,000 0 0

3. Paper & Paper Board Coated & Uncoated: Duplex & Testliner (And/Or)

1,50,000 1,50,000 2,40,000

4. Tissue Paper 32,000 0 0

Maximum Quantity (1+2+3+4) 2,40,000 1,50,000 2,40,000

5. Captive Power Plant (CPP) 15 MW 10 MW 11.5 MW

2.3 Raw Materials

Most of all raw materials required for manufacture of paper are in solid form. It is stored at normal

pressure, room temperature in raw material storage area. Raw materials to be required for production

are being either purchased from local market or from outside the Gujarat state and it shall reach to

factory premises by road. Quantity of raw materials required and its source are mentioned in Table

1.3.

Table 1.3 Lists of Raw Materials

S. No. Raw Material

Quantity (MT/Year)

As per Existing EC

Actual As per CCA

Amendment required

1. Waste Paper 3,00,000 158,080 2,69,812

2. Calcium Carbonate 24,000 9,701 16,558

3. Starch 6,000 2,826 4,823

4. Clay & Calcium Carbonate 24,000 2,916 4,976

5. Coating Pigments 8,320 - -

6. Coating Binders 1,190 6,985 11,922

7. Lime Stone 6,050 - -

8. Imported coal and/or lignite (CPP)

1,42,000 and/or

1,82,000

106500 and/or 136500

106500 and/or 136500

9. Deinking sludge - - 24000

10. ETP Slduge - - 931

11 Non-Recyclable process waste - - 6000

Page 6 of 27

2.4 Manufacturing Process

Raw Material (Stock) Preparation :

The White fiber is achieved by forming a sheet of using white based raw material which is waste

papers like old newspapers, office waste & magazines etc. The same can be de-inked if required.

The waste paper is normally received in the form of bales and fed in to the conveyor for Pulping. This

is a process of adding water and waste paper under an aggressive rotor which turns the waste paper

into pulp. After this process the pulp would be reduced to 4% Consistency, meaning 4% solids and

balance is water. Once the raw material is available as pulp it needs to be cleaned in order to have a

clean sheet of paper board. The typical contaminants in waste paper bale are glass, metal, plastic,

wood, sand & cloth etc. The standard process consists of first screening through holes of typically 1.2

to 1.8 diameters. The rejects from such holes are taken in to a reject handling screen where there are

washed free of fiber as much as possible, balance is rejected and has to go to a land fill or co-

incineration site like Cement Industry. The accepts are still not good enough to go on a paper

machine. These are then passed through slot screening system of typically 0.15 mm. Again the rejets

are rejected after processing in a rejects screen and the accepts are now generally quite clean

excepting some sand or heavy particles which are smaller than the slot size. After this process the

stock is thickened, heated & disperged between a very controlled gap between two metal discs. This

process reduces the visibility of large dirt to smaller dirt. The pulp stock is then thickened a

consistency where it can be sotred in a tower and then be used on the paper machine. All these

screening and cleaning systems can have up to four stages depending on the capacity of the

processing line and the type of fiber and out throws.

Board Machine:

Once the various pulps stocks are ready, the paper machine is like a production line. Four different

head boxes lay the pulp stock on wires at consistency of around 0.5%. The water is drained by

drainage elements by gravity and then by vacuum. All the water that is removed is recycled back to

the silo and used to dilute the incoming stock of stock preparation which is at 4% consistency. When

the sheet reaches around 20% consistency the sheet is transferred to the press section. Here the

sheet of paperboard is pressed between two solid rolls with felts running in between. The water

removed by this pressure stays with the felts and the sheet can reach up to 45% solids at the end of

two or three presses. Now, the balance water in the sheet can only be removed by evaporation. So

the sheet is transferred to the dryer section which is steam heated. Once the paper reaches the

targeting dryness of 93%, the sheet is passed through size press where starch solution is applied on

both sides to increase the physical strength of the board. This is then dried again in post dryer

section. After this the sheet is calendared between two hard rolls to get additional smoothness. Once

sheet is smooth, three stage coatings are applied. The Finished board is wound on a reel and then

taken into the finishing section and cut to size of the customer needs in a winder and/or sheet cutter.

The product is then packaged by shrink wrapping or palletized for shipment to customer.

Page 7 of 27

Figure 2.4 : Process flow diagram

Page 8 of 27

Figure 2.5 Mass Balance for Paper & Paper Board Coated & Uncoated: Duplex & Testliner

Per Annum Production 150000.00 Per Annum Production 150000.00

Production Required @ 329 Working

day (TPD)455.93

Production Required @

329 Working day (TPD)455.93

TPH 19.0 455.9 TPD Pulp required 17.7 TPD PRODUCTION 19.0 384.5 TPD Pulp required 16.0 TPD

Coat Weight 0 0.0 % 0.0 TPD Coat Weight 23 7.7 % 1.5 TPD

Board Moisture 7 7.0 % 1.329787234 TPD Board Moisture 8 8.0 % 1.519756839 TPD

Board GSM 300 Board GSM 300

Actual GSM 279 % of Layer Pulp Requirment kg / MT Board TPD Pulp Requirment BD Furnish Actual GSM 253 % of Layer Pulp Requirment kg / MT Board TPD Pulp Requirment BD Furnish

T/L 35 12.5 125.4 57.20 100.0 % De-inking Pulp T/L 50 19.8 197.6 75.99 100.0 % De-inking Pulp

P/L 32 11.5 114.7 52.29 100.0 % Screened Pulp P/L 45 17.8 177.9 68.39 100.0 % Screened Pulp

F/L 180 64.5 645.2 294.15 Only screening system with Disperser F/L 113 44.7 446.6 171.73 Only screening system with Disperser

B/L 32 11.5 114.7 52.29 Only screening system with Disperser B/L 45 17.8 177.9 68.39 Only screening system with Disperser

Total GSM 279 100.0 1000.00 455.93 Total GSM 253 100.0 1000.00 384.50

TPH Kg/min TPD Pulp Required TPH Kg/min TPD Pulp Required

2.4 39.7 57.2 3.2 52.8 76.0

Input flow form Conveyor 53.4 90.0 48.0 Yield % Input flow form Conveyor 70.9 90.0 63.8 Yield %

Final Output Flow 397.2 10.0 39.7 69.09 Final Output Flow 527.7 10.0 52.8 69.09

Description Flow

LPM

Cy

%

Stock weight

kg/minReject % @ input Description

Flow

LPM

Cy

%

Stock weight

kg/minReject % @ input

Pulper Reject 9.6 15.0 1.4 3 Pulper Reject 12.8 15.0 1.9 3

Purifier 4.0 5.0 0.2 0.42 Purifier 5.4 5.0 0.3 0.42

2nd Stage Hole screen reject to Reject

sorter Hole screen36.9 2.0 0.7 1.50

2nd Stage Hole screen reject to

Reject sorter Hole screen49.1 2.0 1.0 1.50

HW cleaner 36.0 2.0 0.7 1.50 HW cleaner 47.9 2.0 1.0 1.50

Flotation 1 Foam reject 139.9 2.5 3.5 7.37 Flotation 1 Foam reject 185.9 2.5 4.7 7.37

TL Fine screen reject to UTL pump

suction 11GP20543.7 1.1 0.5 1.00

TL Fine screen reject to UTL

pump suction 11GP20558.0 1.1 0.6 1.00

Flotation 2 Foam reject 147.0 2.0 2.9 6.12 Flotation 2 Foam reject 195.2 2.0 3.9 6.12

Total Flow @ Fibre Loss LPM 407.5 2.5 10.04 20.91 TPD Total Flow @ Fibre Loss LPM 541.4 2.5 13.34 20.91 TPD

Total Flow @ fibre loss M³/Hr 24.5 2.5 0.6 14.46 Total Flow @ fibre loss M³/Hr 32.5 2.5 0.8 19.21

Total Water Loss from TL LPM 407.5 Total Water Loss from TL LPM 541.4

Total water loss form TL M³/Hr 24.5 Total water loss form TL M³/Hr 32.5

Total water loss form TL M³/day 586.8 Total water loss form TL M³/day 779.6

Only Flotation loss Pre & Post 286.8 2.3 6.5 13.5 Only Flotation loss Pre & Post 381.1 2.3 8.6 13.5


2.2 36.3 52.3 2.8 47.5 68.4



Description Flow

LPM

Cy

%

Stock weight


Flow

LPM

Cy

%

Stock weight



Purifier 1.3 15 0.2 0.5 Purifier 1.0 15 0.2 0.3

1st Coarse Screen 2.3 25 0.6 1.5 1st Coarse Screen 4.1 25 1.0 2.0


3rd Fines screen reject 0.4 1.5 0.0 1.0 3rd Fines screen reject 0.7 1.5 0.0 1.0

Total Flow LPM 43.1 5.9 2.5 7.5 TPD Total Flow LPM 57.0 6.1 3.5 7.8 TPD

Total flow M³/Hr 2.6 5.90 0.2 3.66 Total flow M³/Hr 3.4 6.13 0.2 5.03

Total Water Loss from FL LPM 43.1 Total Water Loss from FL LPM 57.0

Total water loss form FL M³/Hr 2.6 Total water loss form FL M³/Hr 3.4

Total water loss form FL M³/day 62.0 Total water loss form FL M³/day 82.1


14.4 240.6 346.4 10.0 166.8 240.1



Description Flow

LPM

Cy

%

Stock weight


Flow

LPM

Cy

%

Stock weight



Junkomat 12.0 10 1.2 0.5 Junkomat 8.3 10 0.8 0.5

Sedimantation tank 5.2 15 0.8 0.3 Sedimantation tank 3.6 15 0.5 0.3

1st Coarse Screen 20.9 25 5.2 2.0 1st Coarse Screen 14.5 25 3.6 2.0

HD cleaner 39.2 2 0.8 0.3 HD cleaner 27.2 2 0.5 0.3


3rd Fines screen reject 3.5 1.5 0.1 1.0 3rd Fines screen reject 2.4 1.5 0.0 1.0

Total Flow LPM 342.0 3.5 12.0 8.6 TPD Total Flow LPM 237.0 3.5 8.3 8.6 TPD

Total flow M³/Hr 20.5 3.50 0.7 17.23 Total flow M³/Hr 14.2 3.50 0.5 11.94

Total Water Loss from FL LPM 342.0 Total Water Loss from FL LPM 237.0

Total water loss form FL M³/Hr 20.5 Total water loss form FL M³/Hr 14.2

Total water loss form FL M³/day 492.4 Total water loss form FL M³/day 341.3

Filler & Back Layer Pulper Requirment Filler & Back Layer Pulper Requirment

Duplex/Gray Back Uncoated Duplex/Gray Back Coated

Top Layer Pulper Requirment Top Layer Pulper Requirment

Under Top Layer Pulper Requirment Under Top Layer Pulper Requirment

Page 9 of 27

3.0 Resource Requirement

3.1 Land Requirement

The project site is developed 2, 00,000 sq.m area which is already in possession of the project

proponent. Land document is attached as Annexure-III. Plant layout is attached as Figure-2.2

Total Plot Area – 2,00,000 sq. meter Table 3.1: Land Break Up

Sr. No. Description Area (m2) %

1. Manufacturing process area 34,100.00 17.05

2. Storage (raw materials) open area 18,500.00 9.25

3. Storage of product (Dispatch area) 7,020.00 3.51

4. Storage (fuel) 3,000.00 1.50

5. Storage (water) 1,600.00 0.80

6. Storage (hazardous/solid waste) 5,000.00 2.50

7. Storage (hazardous chemicals) 500.00 0.25

8. ETP 7,000.00 3.50

9. Administration building & Canteen 1,500.00 0.75

10. Utility (15 MW CPP) 12,530.00 6.27

11. Green belt 68,000.00 34.00

12. Open Area 41,250.00 20.63

TOTAL 2,00,000.00 100.00

3.2 Utilities & Fuel Requirement

Table 3.2: Details of Utilities

# Utility As per EC Actual – As per CCA Amendment

1. Boiler-I 80 TPH 60 TPH 60 TPH

2. Boiler-II - - 14 TPH

3. DG sets 2000 kVA 1 No. – 1000 kVA

1 No. – 500 kVA

1 No. – 1000 kVA

1 No. – 500 kVA

Table 3.3: Details of Fuel

# Fuel As per EC Actual – As per CCA Amendment

1. Coal And/or 1,42,000 TPA 1,06,500 TPA 1,06,500 TPA

2. Lignite 1,82,000 TPA 1,36,500 TPA 1,36,500 TPA

3. HSD 400 LPH 400 LPH 400 LPH

4. Deinking Sludge - - 24000 TPA

5. ETP Sludge - - 931 TPA

6. Non-Recyclable - - 6000 TPA

Page 10 of 27

Process waste

3.3 Water Requirement

Total water requirement granted in existing Environmental Clearance is 4865 KLD. The unit has

already obtained permission from GIDC for the 4000 KLD. A copy of permission is attached as

Annexure:IV.

Due to less production in existing premises, current average water requirement is about 3000 KLD,

After proposed amendment total water requirement will be 3830 KLD, which is very much less than

granted permission. Thus, Water consumption will be reduced. Daily water requirement during the

operation phase for both existing as well as proposed amendment is tabulated below:

Table 3.4: Water Requirement

Sr. No.

Activity Water Consumption (KLD)

As per EC Actual - As per CCA After Amendment

1. Domestic 35 30 30

2. Industrial 4830 2970 3800

a. Process 3439 2345 3000

b. Boiler 511 325 500

c. Cooling (Make Up Water) 880 300 300

Total (1+2) 4865 3000 3830

3. Treated effluent used for gardening

150 50 70

4. Treated effluent used for Coal Quenching

50 50 50

Page 11 of 27

4.0 POLLUTION POTENTIAL AND ITS CONTROL MEASURES

Based on the overall process study/ manufacturing details, etc. following are the details of pollution

potential v/s. mitigation measures proposed by the company in areas of wastewater management, air

pollution, hazardous waste handling and management respectively as per the details given below:

4.1 Waste Water Generation

As per EC condition, we are allowed to discharge 2722 KLD of wastewater to GIDC drainage

after treatment. Currently we are discharging 2500 KLD of wastewater to GIDC underground

drainage-Dahej Vilayat pipeline up to sea after adequate treatment. After proposed

amendment we will discharge 2722 KLD of wastewater to GIDC drain hence wastewater

discharge will not increase due to proposed amendment.

Currently, 2500 KLD of industrial effluent is sent to ETP for primary, secondary and tertiary

treatment. After treatment the treated effluent i.e. 50 KL/day is used for gardening purpose

within premises and 50 KLD is used for sprinkling on coal storage and rest 2400 KLD is sent

for disposal into GIDC underground drainage-Dahej Vilayat Pipeline/Common Disposal

System up to the sea.

After proposed amendment, 2822 KLD of industrial effluent will be treated in existing ETP.

After treatment the treated effluent i.e. 50 KL/day is used for gardening purpose within

premises and 50 KLD is used for sprinkling on coal storage and rest 2722 KLD is sent for

disposal into GIDC underground drainage-Dahej Vilayat Pipeline/Common Disposal System

up to the sea, hence overall quantity of wastewater discharge to GIDC drain will remain same.

Due to proposed amendment overall wastewater generation will be decrease and hence

existing ETP is adequate for the treatment of effluent for proposed amendment.

Currently, domestic effluent is discharged into septic tank/soak pit system after proposed

amendment we will provide Sewage Treatment Plant (STP) and treated sewage will be used

for gardening/Toilet flushing purpose.

Table 4.1: Waste water generation

Sr. No.

Activity Waste Water Generation (KLD)

As per EC Actual - As per CCA After Amendment

1. Domestic 30 25 25

2. Industrial 2922 2500 2822

a. Process 2744 2145 + 290 2757

b. Boiler 98 15 15

c. Cooling (Make Up Water) 80 50 50

Total (1+2) 2952 2525 2847

3. Treated effluent used for gardening/Toilet flushing & coal quenching

200 100 120

4. Treated effluent discharge to 2722 2400 2722

Page 12 of 27

GIDC Pipeline

Water Balance Diagram:

1. Existing

2. Proposed:

Page 13 of 27

Note: As shown in water balance diagram, total waste water generation will be 2722 KLD only. Thus

after Amendment, there will be no change in effluent discharge into GIDC underground drainage -

Dahej Vilayat Pipeline/Common Disposal System up to the sea.

Characteristics of Effluent:

Sr. No. Parameters Untreated

Effluent

Treated

Effluent

Marine

Disposal

Norms

1. pH 5 - 7 6.5 – 8.5 6.5 – 8.5

2. Suspended Solids, mg/l 1000-2000 <100 < 100

3. Total Dissolved Solids,

mg/l 2500-3500 <2100

--

4. Oil and Grease, mg/l 10-15 <10 <20

5. BOD, mg/l 1000-1200 <30 < 100

6. COD, mg/l 3000 <250 < 250

Effluent Treatment Plant

Effluent generated from the various paper making process will be treated in adequately designed

effluent treatment plant with capacity of 3000 KLD. The treated water will be disposed to the Arabian

Sea through GIDC disposal pipeline.

Water will be generated from the Paper Machine showers, pump gland sealing, edge trims &

chemical preparation. All excess water from the paper machine will be pre-treated on a Disc Filter.

Fibers separated from disc filter will be used back on the paper machine and the clear water will be

used in the dilution of the waste paper pulping.

The generation of wastewater from stock preparation section will be taken into a DAF. The sludge will

be taken to a primary sludge handling system for thickening. De-Inking Sludge, screen rejects etc will

be taken to a separate sludge thickener. The filtrate from the sludge thickener will be taken into a

Dissolved Air Flotation (DAF) where the generated sludge will be again taken into the primary sludge

handling system. The clear water will be mixed with the Primary clarifier water and taken into an

aeration basin. This would be followed by a secondary clarifier. The treated water from clarifier will be

discharged to GIDC drainage pipeline going to Arabian Sea. The sludge from the clarifier will be

recirculate and excess bio-sludge will be thickened and disposed into a solid waste disposal site or

incinerated in a Cement Plant.

S.No. Unit Name Dimension (Meter)

L X W X H

Capacity (M³)

1. Spill basin Ø 9.03 x 9.0 350

2. Hill Screen -1 3.0 x 2.5 x 3.3

Page 14 of 27

3. Hill Screen -2 3.0 x 2.5 x 3.3

4. Krofta Ø 7.0 x 5.5 250

5. Primary Clarifier Ø 13.3 x 5.0 350

6. Aeration Tank Surface Aerator-1 8.0 x 6.0 x 4.5 100






12. Aeration Tank Surface Aerator-7 20.0 x 20.0 1800

13. Secondary Clarifier Ø 15.0 x 5.5 1750

14. Sludge Pre Thickener Ø 22.0 x 4.0 800

15. DMF

200

Page 15 of 27

Figure 4.1: ETP Layout

Page 16 of 27

Figure 4.2: Flow Diagram of ETP Plant

Figure 4.3: Mass Balance of ETP

Page 17 of 27

Details of Sewage Treatment Plant:

S. No. Unit Name Dimension (Meter)

L X W X H Capacity

(m³)

1. Bar Screen 1.0 x 1.0 x 1.45 1.45

2. O & G Trap 1.8 x 1.3 x 2.694 6.48

3. Aeration Tank Ø2.40 x 5.0 22.61

4. Collection Tank 1.0 x 4.126 x 2.426 10.01

Figure 4.4 Layout plan of Sewage Treatment Plant

Sewage Characteristics:

Domestic Sewage Water

Page 18 of 27

Parameter Raw effluent Treated Effluent

pH- pH unit 6.5-7.5 6.5 to 7.5

Temperature - (0C) 25-35 25-30

BOD (ppm) 100-200 <20

TSS (ppm) 150-170 <30

Residual Chlorine (ppm) -- > 0.5

Oil & Grease (ppm) 10-15 --

4.2 Solid & Hazardous Waste Generation

The entire quantity of solid/hazardous waste will be handled and disposed as per Hazardous Waste

(Management, Handling and Transboundary Movement) Rules - 2016. Due to the proposed

Amendment, details of solid and hazardous waste generation is given in below Table

Table 4.2 Solid & Hazardous waste generation

Sr. No.

Description Waste category

Quantity (MTPA)

As per EC

Actual – As per CCA

EC Amendment

Hazardous waste Disposal/Management

Hazardous Waste

1.

Primary ETP Sludge (on dry bases)

35.3 3386 3000 3386

Collection, Storage, Transportation, reuse , sale to actual users or use as a fuel in waste to energy boiler

2.

ETP -Biological Sludge (on dry bases)

35.3 1051 931 1051

Collection, Storage, Transportation & Disposal at TSDF site BEIL or use as a fuel in waste to energy boiler

3. Used Oil 5.1 2.4 1.5 2.4

Collection, Storage, Transportation & Disposal by selling to registered refiners.

4. Discarded Container

33.3 240 150 240

Collection, Storage, decontamination, transportation & Disposal by selling to vendors.

Solid Waste

1. Fly Ash - 38880 24300 38880

Collection, Storage, Transportation & Disposal at Cement &

Page 19 of 27

Brick manufacturing unit.

2.

De – Inking Sludge (on dry bases)

- 9600 6000 9600

Collection, Storage, Transportation & Disposal at TSDF site of BEIL or cement Industry

or use as a fuel in waste to energy boiler.

3.

Non-recyclable

plastic waste and other

solid waste from process

- 9600 6000 9600

Collection, Storage, Transportation & Disposal for co-processing or use as a

fuel in waste to energy boiler.

4.3 Air Emission

The unit has installed 60 TPH capacity of steam boiler. Coal and/or lignite have been used as a fuel.

80 meters chimney has been provided to the boiler. There are 1 No. numbers of 500 kVA and 1 Nos.

of 1500 kVA D G set has also been installed as stand by. 30 meters height of chimney has been

provided to each DG set

Now, Proponent proposes to generate the energy from the Solid & Hazardous waste generated

during the process into a fuel source. For the same purpose 1 Nos. of Waste to energy boiler with

capacity of 14 TPH will be proposed. Details of the Air emission is mentioned in Table below:

Table 4.3 Flue gas Emission

S.

No. Particulars

Details Remarks

As per Existing EC

Actual Amendment

1. Steam Boiler - I 80 TPH 60 TPH 60 TPH

Fuel Consumption

Imported Coal: 1,42,000 TPA

and/or Lignite: 1,82,000

TPA

Imported Coal:

1,06,500 TPA and/or Lignite:

1,36,500 TPA

Imported Coal: 1,06,500 TPA

and/or Lignite: 1,36,500

TPA

Emission

PM: <150 mg/Nm3

SO2: <100 ppm NOx: < 50 ppm

PM: <150 mg/Nm3

SO2: <100 ppm

NOx: < 50 ppm

PM: <150 mg/Nm3 SO2: <100 ppm NOx: < 50 ppm

APC provided ESP with coal and coal ash

handling system

ESP with coal and coal ash handling system

ESP with coal and coal ash handling

system

Page 20 of 27

Stack Height 70 Meter 80 Meter 80 Meter

2. Steam Boiler - II - - 14 TPH

Utilization of

Hazardous waste to energy

recovery in boiler

for electricity generation

Fuel Consumption - -

Deinking Sludge:24000 TPA ETP Sludge:931

TPA Non-Recyclable

Process waste:6000 TPA

Emission - - PM: <150 mg/Nm3

SO2: <100 ppm NOx: < 50 ppm

APC Provided - - Lime/dry Scrubber

& Bag Filter

Stack Height - - 30 Meter

3. DG Set 1 No. 2000 kVA

1 Nos.- 1500 kVA

1 No. – 500 kVA

1 Nos.- 1500 kVA 1 No. – 500 kVA

No change

Fuel Consumption HSD:400 LPH

HSD:400 LPH

HSD:400 LPH

Stack Height

30 meters chimney

30 meters chimney

30 meters chimney

4.3.1 Details of APCM

1. ESP

Table 4.4: Technical Specification of ESP

No. Particulars Units Details

1. Type of ESP - Horizontal flow, Dry Type, Single Pass

2. Number of gas fields in series in direction of gas flow

Nos 4

3. Number of electrical fields per boiler Nos 4

4. Type of Discharge Electrode - Spike

5. Type of Rapping - Electro Magnetic Plunger

6. Total no. of high voltage rectifier units installed

Nos 4

Page 21 of 27

7. Pressure drop across ESP (flange to flange) mmWc 25-30

8. Ash hopper outlet flange elevation Mm 2500

9. No. of hoppers in ESP nos 4

10. Design gas temperature ⁰C 150

11. Gas flow m3/sec 40

12. Inlet Dust Concentration g/Nm3 12

13. Outlet Dust Concentration mg/ Nm3 <100

14. Outlet Dust Concentration with one field out of service mg/ Nm3 <150

15. Flue Gas Velocity m/s 0.5

Page 22 of 27

2. Lime/dry Scrubber & Bag Filter

Layout and process flow diagram with technical details of Lime/dry Scrubber & Bag Filter is attached

as Annexure: VI.

5.0 BUDGETARY PROVISION FOR ENVIRONMENTAL MANAGEMENT PLAN

To achieve the prescribed norms for water, air and waste it is necessary to operate the EMP

regularly. The budgetary provision made for environmental management is briefly illustrated in table

5.1 below:

Table 5.1: Capital Cost for Environmental Management Plan (EMP)

# Description Existing EMP Cost

(Lakhs)

Additional for Amendment

(Lakhs)

1. Air Environment

1445 350

2. Water Environment

3. Noise Environment

4. Occupational Health & Safety

5. Green Belt (development & maintenance)

TOTAL 1445 350

Page 23 of 27

Existing Environment Management Practices

Online pH Meter Online TOC Meter

ETP Inlet Meter ETP Outlet meter

Page 24 of 27

Greenbelt in plant premises

Greenbelt at periphery of the Project Site

Page 25 of 27

Greenbelt at inside plant periphery

Page 26 of 27

Electrostatic Preipitator

6.0 HEALTH, SAFETY & ENVIRONMENT

The company is very much concerned in terms of health, safety and environment protection. The

company shall devise a ‘Health, Safety & Environment Policy’ for taking care of the health and safety

of its employees.

The following key safety measures is already a part of the Health & Safety policy of the company and

same shall be followed after Amendment:

1. Safety Training is provided to the employees.

2. Safety Sirens with Alarm System in case of emergency is provided.

3. Emergency Control Room is established.

4. Assembly point is provided.

Page 27 of 27

5. Fire Hydrant System is installed.

6. Fire Extinguishers are provided.

7. Mock drills are periodically conducted and factors like response time are also evaluated.

8. Fire squad team is formed for handling any emergency situation & regular training of squad team is

conducted.

9. First Aid Facility and training is provided.

10. Personal protective gears and equipment are provided to the employees.

11. Safety/ Health records and MSDS are maintained.

Company is aware about the issues of Occupational Health and Safety of the employees. All the

necessary measures are planned for Occupational Health of the employees. Routine medical

examinations of personnel are carried out as a systematic program on a regular basis. Safe

Operating Procedures (SOP) for different works/activities are in place. Safety details for different

activities and manual material handling shall be provided to the workers. Medical surveillance for the

workers working in high risk zone is carried out regularly and annual report of health status of

workers for the same are maintained.

Figure 6.1: Emergency Evacuation Plan

------------------------------

EC COMPLIANCE REPORT

Monitoring period

October 2018 to March 2019

M/s. Mehali Papers Pvt. Ltd.

Plot no. D2/11/B2, GIDC Dahej,

Tal.: Vagra, Dist.: Bharuch,

Gujarat

EC Granted vide F. No. SEIAA/GUJ/EC/5(f)/3040/2015,

dated 19/08/2015.

Compliance Status of Environmental Clearance of M/s. Mehali Papers Pvt. Ltd.

General / Specific Conditions.

Ref: F. No. SEIAA/GUJ/EC/5(f)/3040/2015 and EC granted vide letter dated 19/08/2015

Sr No EC Condition Compliance Status

A. CONDITIONS

A.1 PROJECT SPECIFIC CONDITIONS

1.

Total production of News-Print Paper, Printing & Writing Coated & Uncoated Paper, Paper & Paper Board Coated & Uncoated: Duplex & Test liner & Tissue Paper from waste paper shall not exceed 2,40,000 MT/Annum.

• The EC has been obtained for the following product portfolio.

Sr. No.

Name of Product

Quantity

1 News-Print Paper (And/Or)

1,00,000 MT/Annum

2 Printing & Writing Coated & Uncoated Paper (And/Or)

1,20,000 MT/Annum

3 Paper & Paper Board Coated & Uncoated: Duplex & Test liner Paper (And/Or)

1,50,000 MT/Annum

4 Tissue Paper 32,000 MT/Annum

Maximum Quantity: (1+2+3+4)

2,40,000 MT/Annum

5 Captive Power Plant (CPP)

15 MW

• However, it may please be noted that we have established only a part of the project viz. product number 3 & 5 and taken the CTO/ CC&A for the same.

• Monthly production of Paper & Paper Board Coated & Uncoated: Duplex & Test liner Paper is given below table.

Sr. No.

Month Production (MT)

1 Oct.’18 13,735.76

2 Nov.’18 6,223.00

3 Dec.’18 13,965.30

4 Jan.’19 13,258.89

5 Feb.’19 11,800.97

6 March’19 13,632.00

TOTAL 72,615.92

Page No. 1


2. Minimum 20% of Imported Coal shall be blended in mixed fuel (Imported Coal + Lignite) to be used as fuel in Steam Boiler.

• Details of fuel consumption is given bellow.

Month Imported

Coal

Lignite

Total Fuel

Imported

Coal%

Oct.’18 8328 440 8768 94.98

Nov.’18 3924 600 4524 86.74

Dec.’18 7746 1915 9661 80.18

Jan.’19 6710 2860 9570 70.11

Feb.’19 7447 1023 8470 87.92

March’19 8500 719 9219 92.20

Total 42655 7557 50212 84.95

A.2 WATER:

3. The fresh water requirement shall not exceed 4865 KL/day for the proposed project and it shall be met only through water supply from the GIDC.

Metering of water shall be done and its records shall be maintained. No ground water shall be tapped in any case for meeting the project requirements.

• The water requirement for the project is met by the GIDC supply available at the site.

• Water supply permission letter from GIDC is attached as Annexure-1. Water consumption data for the period of Oct’18 to March’19 is given below.

Month

Monthly Water

Consumption

Approx.

Water

consumption

per Day

Oct.’18 96333 3107.52

Nov.’18 58121 1937.37

Dec.’18 106098 3422.52

Jan.’19 92953 2998.48

Feb.’19 79984 2856.57

March’19 84692 2732.00 TOTAL 518181 17054.45

• Meter is available and its record maintained. Photograph of meter is attached as Annexure-2.

• No ground water is drawn for the project.

4. The industrial effluent generation shall not exceed 2922 KL/day and effluent shall be treated in proposed effluent treatment plant.

• Our industrial effluent generation is not exceeding 2922 KL/day.

• Industrial waste water is treated in the effluent treatment plant.

• Design details of ETP is attached as Annexure-3.

• Analysis report of effluent is attached as Annexure-4.

• Last six month data of waste water generation is provided in below table.

ETP Discharge

Month Initial Reading Final Reading Discharge per month

Aprox. Discharge per Day

Oct.’18 1225470 1282298 56828 1833.2

Nov.’18 1282298 1304573 22275 742.5

Dec.’18 1304573 1347023 42450 1369.4

Jan.’19 1347023 1396776 49753 1604.9

Feb.’19 1396776 1437071 40295 1439.1

March’19 1437071 1478684 41613 1342.4

Page No. 2


5. Treated effluent shall be reused/recycle to the maximum extent and remaining shall be disposed off to the Arabian Sea through GIDC disposal pipeline. Final disposal quantity shall not exceed 2722 KL/day.

• Industrial waste water is treated in the effluent treatment plant. Treated effluent is reused/recycle to the maximum extent and remaining Treated effluent disposed off to the Arabian Sea through GIDC disposal pipeline.

• Last six month data of waste water generation is given in compliance condition no. 4.

6. The unit shall provide adequate effluent treatment facilities for treatment of wastewater. The ETP shall be operated regularly and efficiently so as to achieve the GPCB norms at the ETP outlet.

• Industrial waste water is treated in the effluent treatment plant.

• Design details of ETP is attached as Annexure-3.

• Treated water analysis is done by NABL accredited M/s Precitech Laboratories Pvt. Ltd.

• Please find herewith treated water analysis report is attached as Annexure-4.

7. Domestic wastewater generation shall not exceed 30 KL/day which shall be disposed off through septic tank – soak pit.

• Our domestic wastewater generation is not exceeding 30 KL/day.

• Domestic effluent is disposed of through septic tank – soak pit.

8. No bypass line or system, or loose or flexible pipe shall be kept in the CETP.

• We have provided fixed line in the ETP with appropriate metering facilities.

9. All the chemicals and nutrients required to be added / dosed in any CETP unit shall be added by using "Metering Pumps" only.

• We have provided pumps along with metering facilities to add/dose chemical and nutrients in ETP.

10. The unit shall provide a Guard Pond / Treated Effluent Storage Tank of adequate capacity within the premises. The unit shall also provide visible outlet outside the factory

premises in such a manner that appearance of free fall of treated effluent discharge can be seen by any one from outside of the factory premises.

• Our final discharge point outside the factory is in a manner to be visible by any one from outside of the factory premises.

11. The unit shall provide on line pH meter, flow meter & TOC / COD meter for online monitoring of the treated effluent. An arrangement shall also be made for reflecting the online monitoring results on the company's server, which can be accessed by the GPCB on real time basis.

• We have provided on line pH meter, flow meter & TOC / COD meter for online monitoring of the treated effluent.

• Photographs of online monitoring meter is attached as Annexure-5.

12. The unit shall provide metering facility at the inlets and outlets of the ETP and maintain records of the same.

• Photographs of inlet and outlet meter of the ETP is attached as Annexure-6.

• We have provided online pH meter, flow meter & TOC / COD meter for online monitoring of the treated effluent.


• Last six month data of waste water generation is given compliance condition no. 4.

• Treated water analysis is done by NABL accredited M/s Precitech Laboratories Pvt. Ltd.

• Please find herewith treated water analysis report is attached as Annexure-4.

Page No. 3


13 Proper logbooks of ETP operation and also showing daily chemical consumption, power consumption, quantity and quality of effluent reused, quantity and quality of effluent discharged into GIDC underground drain, etc. shall be maintained and furnished to the GPCB from time to time.

• Photographs of inlet and outlet meter of the ETP is attached as Annexure-6.

• We have provided on line pH meter, flow meter & TOC / COD meter for online monitoring of the treated effluent.


• Last six month data of waste water generation is given compliance condition no. 4.

• Summary of waste water Analysis is given compliance condition no. 9.

Power consumption of ETP plant (KWH)

Month Power consumption

per month

Approx. Power consumption per

Day

Oct.’18 6201700 200055

Nov.’18 3244320 108144

Dec.’18 6862700 221377

Jan.’19 6617800 213477

Feb.’19 5819000 207821

March’19 6405100 206616

Total 35150620 1157491

14 Rain water harvesting of rooftop rain water shall be undertaken as proposed in the EIA

report of the project and the same water shall be used for the various activities of the project to conserve fresh water as well as to recharge ground water through percolation wells. Before recharging the rain water, pre-treatment must be done to remove suspended matter.

• We have planned for rain water harvesting of rooftop.

15. The unit shall join and participate financially and technically for any common environmental facility / infrastructure as and when the same is taken up either by the GIDC or GPCB or any such authority created for this purpose by the Govt. / GIDC.

• We agree to participate in the same when asked for.

A.3 AIR:

16. Imported Coal 411 MT/day or Mixture of fuel (Lignite: 422 MT/day & Imported Coal: 105 MT/day) shall be used as a fuel in 80 TPH AFBC Boiler of CPP. Minimum 20% of imported coal shall be used in mixture of fuel with Lignite. 100 % Lignite shall not be used in any case.

• Details of fuel consumption is given bellow.

Month Imported Coal Consumption

per month

Approx. Imported Coal Consumption

per Day

Lignite Consumption per month

Approx. Lignite Consumption

per Day

Total Fuel per

Month

Total Fuel

per Day

Oct.’18 8328 268.6 440 14.2 8768 282.8

Nov.’18 3924 130.8 600 20.0 4524 150.8

Dec.’18 7746 249.9 1915 61.8 9661 311.6

Jan.’19 6710 216.5 2860 92.3 9570 308.7

Feb.’19 7447 240.2 1023 33.0 8470 273.2

March’19 8500 303.6 719 25.7 9219 329.3

Total 42655 14.9.6 7557 246.9 50212 1656.5

Page No. 4


17. Height of flue gas stacks attached to Boilers shall be minimum 70 meters.

• We have provided 80 meters stack height to the Boiler.

18. A flue gas stack of 70 m height shall be provided with online monitoring system to 80 TPH Steam Boiler.

• Currently we have installed 60 TPH boiler to meet the steam requirement.

• We have provided 80 meters stack height to the Boiler also online monitoring system is installed.

19. High efficiency Electro Static Precipitator (ESP) with efficiency not less than 99.9% shall be installed and operated to ensure that particulate matter emission does not exceed the norms prescribed by the GPCB.

• We have installed High Efficiency Electro Static Precipitator (ESP) with efficiency not less than 99.9%

• We have provided 80 meters stack height to the Boiler also online monitoring system is installed.

• Photograph of ESP is attached as Annexure-26.

20. Third party monitoring of the functioning of the ESP along with its efficiency shall be carried out once in a year through a reputed institute / organization.

• Stack monitoring report from 3rd party is attached as Annexure-21.

21. Lime stone injection technology shall be adopted to control SO2 and it shall be ensured that SO2 levels in the ambient air do not exceed the prescribed standards.

• We are using a blend of Imported Coal and Lignite such that there is no need for limestone injection. Details of blending/consumption provided in compliance of condition no. 16.

22. The company shall prepare schedule and carry out regular preventive maintenance of mechanical and electrical parts of ESPs and assign responsibility of preventive maintenance to the senior officer of the company.

• We carry out regular preventive maintenance of mechanical and electrical parts of ESPs.

23. HSD to the tune of 400 Lit/hr shall be used as a fuel in stand-by D.G.Set (2 MW).

• We have installed D.G.Sets as a stand by arrangement.

• HSD @ 400 Lit/hr. is used as fuel, when required.

• Acoustic enclosure is provided to D.G.Sets to mitigate the noise pollution.

• 30 meter common stack height is provided.

24. The flue gas emissions from DG set shall be dispersed through adequate stack height as per CPCB standards. At no time, the emission levels shall go beyond the stipulated standards. Acoustic enclosure shall be provided to the DG sets to mitigate the noise pollution.

• 30-meter common stack height is provided

• Acoustic enclosure is provided to D.G. Sets to mitigate the noise pollution.

25. The air pollution control equipment’s / systems shall be operated efficiently and effectively to achieve the norms prescribed by the GPCB at vent / stack outlets.

• We have installed High efficiency Electro Static Precipitator (ESP) with efficiency not less than 99.9%

• Online monitoring system is installed on ESP and 3rd party monitoring report details provided in compliance to condition no. 20.

26. The DCS system shall be suitably programmed to ensure that as & when the SPM emission from the flue gas stack exceeds 150 mg/m3 the steam Boiler shall shut down automatically and an interlocking system shall be adopted for ensuring this purpose.

• We have provided PLC system to the online monitoring system to track SPM emission.

Page No. 5


27. Online monitoring system shall be installed to monitor the SOx, NOx and SPM in the flue gas stack. An arrangement shall also be done for reflecting the online monitoring results on the company's server, which can be assessable by the GPCB on real time basis.

• We have installed online monitoring system on ESP and the same is attached to our server.

• Online monitoring system installation bill is attached as Annexure-14.

28. Adequate storage facility for the fly ash in

terms of closed silos shall be provided at site. No ash pond shall be constructed.

• We have provided pneumatic dense phase conveying system for transfer of ash to silos.

• No ash pond is constructed.

29. Handling of the fly ash shall be through a closed pneumatic system.

• As above.

30. Ash shall be handled only in dry state. • As above.

31. The unit shall strictly comply with the Fly Ash Notification under the EPA and it shall be ensured that there is 100% utilization of fly ash to be generated from the unit.

• The fly ash is being sent to M/s. Ambuja Cement.

• Letter of intent of M/s. Ambuja Cement for fly ash is attached as Annexure-11.

32. The fugitive emission in the work zone environment shall be monitored. The emission shall conform to the standards prescribed by the concerned authorities from time to time (e.g. Directors of Industrial Safety & Health). Following indicative guidelines shall also be followed to reduce

the fugitive emission.

➢ All handling & transport of coal & Lignite shall be exercised through covered coal conveyors only.

• Transportation of coal & Lignite is carried out through covered truck.

• Closed conveyor system is provided for the handling of coal.

➢ Enclosure shall be provided at Coal/Lignite loading and unloading operations.

• Coal crushing is carried out in closed building.

• Loading/ unloading is done by automation through closed hoppers

➢ Water shall be sprinkled on Coal/Lignite stock piles periodically to retain some moisture in top layer and also while compacting to reduce the fugitive emission.

• Water sprinkling arrangement is in place to reduce fugitive particulate emission from the coal & ash storage area.

➢ All transfer points shall be fully enclosed. • All transfer points are enclosed wherever possible.

➢ Adequate dust suppression/extraction system at crusher house as well as for the Coal/Lignite stock yard and other vulnerable areas shall be provided to abate dust nuisance

• Coal crushing is carried out in closed building.

• Dust extraction system is also provided in crushing area.

➢ Accumulated coal dust /fly ash on the ground and other surfaces shall be removed/ swept regularly and water the area after sweeping.

• Regular cleaning/ sweeping is carried out at the coal/ ash handling areas. No water is used.

➢ Internal roads shall be either concreted or asphalted or paved properly to reduce the fugitive emission during vehicular movement.

• We have provided concrete road within the company premises.

➢ Air borne dust shall be controlled with water sprinklers at suitable locations in the plant.

• Water sprinkling arrangement is in place to reduce particulate emission from the coal & ash storage area.

Page No. 6


➢ Coal/Lignite shall be transported through covered trucks only whereas fly ash shall be transported through closed trucks only.

• Coal/Lignite is transported through covered trucks only whereas fly ash is transported through closed trucks only.

➢ A green belt shall be developed all around the plant boundary and also along the roads to mitigate fugitive & transport dust emission.

• we have planted 14000 trees in 25000 m2 area. Photographs of greenbelt is attached as Annexure-8.

33. Third party performance evaluation of the air pollution control systems including ESP shall be carried out at least once in a year to check its performance and efficiency through a reputed institute / organization like NPC, L.D. College of Engineering -Ahmedabad or such other institutes of similar repute, and its records shall be maintained.

• Please find attached Stack monitoring report as Annexure-21.

34. Regular monitoring of ground level concentration of PM2.5, PM10, NOx, SO2, HC, CO & VOC shall be carried out in the impact zone and its records shall be maintained. Ambient air quality levels shall not exceed the standards stipulated by the GPCB. If at any stage these levels are found to exceed the prescribed limits, necessary additional control measures shall be taken immediately. The location of the stations and frequency of monitoring shall be decided in consultation with the GPCB.

• Ambient Air monitoring is done by NABL accredited M/s Precitech Laboratories Pvt. Ltd.

• Please find attached Ambient Air monitoring report as Annexure-19.

A. 4 SOLID/ HAZARDOUS WASTE

35. The company shall strictly comply with the rules and regulations with regards to handling and disposal of Hazardous waste in accordance with the Hazardous Waste (Management, Handing and Trans- boundary Movement) Rules 2008, as may be amended from time to time. Authorization from the GPCB shall be obtained for collection / treatment / storage / disposal of hazardous wastes.

• We have provided adequate storage area within the company premises for the storage of generated hazardous/non-hazardous waste.

• Also we have obtained CC&A from the GPCB for collection / treatment / storage / disposal of hazardous wastes.

• Copy of CC&A is attached as Annexure-15.

36. Hazardous waste sludge shall be packed and stored in separate designated hazardous waste storage facility with impervious bottom and leachate collection facility, before its disposal.

• We have provided adequate storage area within the company premises for the storage of generated hazardous/non-hazardous waste.

• Also we have obtained CC&A from the GPCB for collection / treatment / storage / disposal of hazardous wastes.

• Copy of CC&A is attached as Annexure-15.

37. ETP sludge shall be sent to the Common TSDF for its disposal.

• ETP sludge is sent to the Common TSDF for its disposal through manifests.

• Membership certificate of TSDF is attached as Annexure-9.

38. The used oil shall be sold to only to the registered recyclers/ redefines.

• Used oil is not generated so far and we have not sent to any recyclers.

39. The discarded containers / barrels / bags / liners shall be sold only to the registered recycler after decontamination.

• Presently the discarded containers / barrels / bags / liners are stored in designated storage area.

Page No. 7


40 For storage of fly ash, closed silos of adequate capacity shall be provided. No ash pond shall be constructed in the project.

• Fly ash is stored in silos of adequate capacity and no ash pond is constructed.

41 The unit shall obtain necessary membership of the nearest common facilities viz. TSDF/CHWIF (Whichever is required) operator before commencing production activities.

• Membership certificate of TSDF is attached as Annexure-9.

42. De-inking sludge generated from the paper manufacturing shall be sent for co-processing to authorized Cement Industry or shall be sent to TSDF site for disposal.

• De-inking sludge is removed from the category of Hazardous waste as per the recent letter from GPCB, attached as Annexure-13. Hence, it is being sold to actual users for manufacturing of duplex boards.

43. The fly ash shall be supplied to the manufacturers of fly ash based products such as cement, concrete blocks, bricks, panels, etc. The unit shall strictly comply

with the Fly Ash Notification under EPA and it shall be ensured that there is 100% utilization of fly ash to be generated from the unit.

• Fly ash is sent to cement manufacturers. Letter of intent for Fly ash is attached as Annexure-11.

44. Non-recyclable plastic waste and other solid waste generated from the process shall be sent for co-processing & use as alternate fuel.

• Non-recyclable plastic waste generated from the process is sent to Ultratech.

• The copy of the same is attached as Annexure-12.

45. All possible efforts shall be made for Co-Processing of the Hazardous waste prior to

disposal into TSDF/CHWIF.

• Non-recyclable plastic waste generated from the process is sent to Ultratech for co-processing.

A.5 SAFETY:

46. The project management shall strictly comply with the provisions made in the Factories Act, 1948 as well as Manufacture, Storage and Impact of Hazardous Chemicals Rules 1989 as amended in 2000 for handling of hazardous chemicals.

• We do comply with the provisions of the Factories Act and MSIHC rules.

47 All the risk mitigation measures, general & specific recommendations mentioned in Risk Assessment Report shall be implemented.

• All the recommendations made in respect of environmental management and risk mitigation measures relating to the project are implemented.

48 A well-designed fire hydrant system shall be installed as per the prevailing standards.

• Fire hydrant system is designed and installed.

• Layout of the Fire hydrant system is attached as Annexure-27.

49. All necessary precautionary measures shall be taken to avoid any kind of accident during storage and handling of toxic / hazardous chemicals.

• All the recommendations made in respect of environmental management and risk mitigation measures relating to the project are implemented.

• First Aid box details is attached as Annexure-16.

50. Storage and use of hazardous chemicals shall be minimized to the extent possible and all necessary precautions shall be taken to mitigate the risk generated out of it.

Storage of hazardous chemicals shall be in multiple small capacity tanks/ containers instead of one single large capacity tank for

• The storage of hazardous chemicals is kept to the optimum requirement and all necessary precautions are taken for risk mitigation.

Page No. 8


safety purpose.

51. During material transfer, spillages shall be avoided, and garland drain be constructed to avoid mixing of accidental spillages with domestic wastewater or storm water.

• Material transfer is done by fixed lines & pumps and all proper care is taken to avoid mixing of accidental spillages with domestic wastewater or storm water.

52. All the storage tanks shall be fitted with

appropriate controls to avoid any leakages. Bund/dyke walls shall be provided for storage tanks for Hazardous Chemicals. Close handling system for chemicals shall be provided.

• Close handling system for chemicals is provided.

53. Tie up shall be done with nearby health care unit for seeking immediate medical attention in the case of emergency, regular medical checkup of the workers and keeping its record etc.

• First Aid details is attached as Annexure-16.

• Tie up is done with nearby hospital for seeking immediate medical attention in the case of emergency. Copy of the same is attached as Annexure-23.

• Regular medical checkup is being carried out of all the workers. A sample of medical health checkup is given in Annexure-22.

54 Personal Protective Equipments shall be provided to workers and its usage shall be ensured and supervised.

The following PPE’s are provided to the employees/workers and it’s usage ensured:

• Safety Helmet

• Safety Shoes

• Hand gloves (cotton, leather, rubber)

• Safety Goggles

• Uniform

55. First Aid Box and required antidotes for the chemicals used in the unit shall be made readily available in adequate quantity at all the times.

• First Aid Box is provided. Details are attached as Annexure-16.

56. Training shall be imparted to all the workers on safety and health aspects of chemicals handling.

• In house training details are attached as Annexure-17.

57. Occupational health surveillance of the workers shall be done and its records shall be maintained. Pre-employment and periodical medical examination for all the workers shall be undertaken as per the Factories Act & Rules.

• Occupational health surveillance of the workers is being done and its records are maintained. Pre-employment and periodical medical examination is undertaken as per the Factories Act & Rules.

• A sample of medical health checkup is given in Annexure-22.

58. Handling and charging of the chemicals shall be done in such a manner that minimal human exposure occurs.

• Handling and charging of the chemicals is done through pumps and fixed lines to ensure minimal human exposure.

59. Transportation of hazardous chemicals shall be done as per the provisions of the Motor Vehicle Act & Rules.

• Transportation of the chemicals is done as per the provisions of the rules.

60. Flameproof fittings shall be provided in the manufacturing plant

• No flammable chemicals are stored in the plant.

61. Adequate firefighting facilities will be provided at the proposed power plant.

• Fire hydrant system is designed and installed as per prevailing rules & regulations.

• Layout of the Fire hydrant system is attached as Annexure-27.

62. Proper ventilation shall be provided in the work area.

• Proper ventilation is provided in the work area.

Page No. 9


63. All transporting routes within the factory premise shall have paved roads to minimize splashes and spillages.

• The unit is located in the GIDC Dahej, where good road network is already available.

• We have provided concrete road within the company premises.

64. The project management shall prepare a detailed Disaster Management Plan (DMP) for the project as per the guidelines from Directorate of Industrial Safety and Health.

• Disaster Management plan is prepared for the project.

65. Necessary precautions like continuous monitoring of hot spots [ignited lignite] using temperature detection systems, water sprinklers, avoiding stacking of lignite near steam pipeline etc. shall be made for storing lignite to prevent fire hazard.

• Coal/ Lignite is stored in a separate

building.

• Regular sprinkling of water is carried out.

A.6 NOISE

66. To minimize the noise pollution the following noise control measures shall be implemented:

➢ Selection of any new plant equipment shall be made with specification of low noise levels.

• D.G. Sets equipped with acoustic enclosures.

• All major noise generating machines / equipment’s like air compressors, feeder pumps, turbine generators, etc. equipped with noise control measures like enclosures/ buffers etc., wherever required.

➢ Manufacturers / suppliers of major noise generating machines / equipment’s like air compressors, feeder pumps, turbine generators, etc. shall be instructed to make required design modifications wherever possible before supply and installation to mitigate the noise generation and to comply with the national/ international regulatory norms with respect to noise generation for individual units

• As above.

➢ Regular maintenance of machinery and vehicles shall be undertaken to reduce the noise impact.

• Regular preventive maintenance program is in place.

➢ Noise suppression measures such as enclosures, buffers and / or protective measures shall be provided.

• Appropriate Noise suppression measures such as enclosures, buffers are in place.


➢ Employees shall be provided with ear protection measures like earplugs or earmuffs.

• Appropriate PPEs are provided to the workers work in high Noise area.

➢ Proper oiling, lubrication and preventive maintenance shall be carried out of the machineries and equipment to reduce noise generation.


➢ Construction equipment generating minimum noise and vibration shall be chosen.

The unit is in operational phase.

➢ Ear plugs and/muffs shall be made compulsory for the construction workers working near the noise generating activities


Page No. 10


/ machines / equipment.

➢ Vehicles and construction equipment with internal combustion engines without proper silencer shall not be allowed to operate.


➢ Construction equipment meeting the norms specified by EP Act, 1986 shall only be used.


➢ Noise control equipment and baffling shall be employed on generators especially when they are operated near the residential and sensitive areas.


➢ Noise levels shall be reduced by the use of adequate mufflers on all motorized equipment.


67. The overall noise level in and around the plant area shall be kept well within the prescribed standards by providing noise control measures including acoustic insulation, hoods, silencers, enclosures, vibration dampers etc. on all sources of

noise generation. The ambient noise levels shall confirm to the standards prescribed under the Environment (Protection) Act and Rules. Workplace noise levels for workers shall be as per the Factories Act and Rules.

• Appropriate Noise suppression measures such as enclosures, buffers are in place. Vibration dampers are also provided wherever required.

• Appropriate PPEs are provided to the workers work in high Noise area.

• Regular noise level monitoring is carried out.

• Noise monitoring is done by M/s Precitech Laboratories Pvt. Ltd.

• Please find herewith Noise monitoring report is attached as Annexure-20.

A.7 GREEN BELT AND OTHER PLANTATION:

68. The unit shall develop green belt in at least 68000 sq. m area within the premises. Green belt shall comprise of rows of varying height tall native trees with thick foliage in the periphery of the factory premises.

• Photographs of greenbelt are attached as Annexure-8.

69. The unit shall also take up adequate plantation at suitable open land on road sides and other open areas in nearby villages or schools in consultation with the Gram Panchayat / GPCB and submit an action plan for the same for next three years to the GPCB.

• We have already approach Gram panchayat and will submit an action plan for the same.

B. OTHER CONDITIONS:

70. In the event of failure of any pollution control system adopted by the unit, the unit shall be safely closed-down and shall not be restarted until the desired efficiency of the control equipment has been achieved.

• We assure to safely close-down the unit in case of failure of any pollution control system. We shall not restart the unit until the desired efficiency of the control equipment has been achieved.

71. The project authorities must strictly adhere to the stipulations made by the Gujarat Pollution Control Board (GPCB), State Government and any statutory authority.

• The company is committed to follow all statutory requirements stipulated by the Gujarat Pollution Control Board (GPCB).

72. The company shall vigorously follow the recommendations mentioned in the Charter on Corporate Responsibility for Environment Protection (CREP) published by the Central Pollution Control Board

• We do follow the CREP guidelines. Compliance of CREP is attached as Annexure-24.

73. All the issues raised and commitments made in the public hearing held on 22/01/2015 shall be comprehensively

• The condition complied with.

Page No. 11


addressed / complied with in a time bound manner.

• The details of action plan carried out for the issue raised for land looser are attached as Annexure-25.

74. A separate Environment Management Cell equipped with full-fledged laboratory facilities and qualified personnel shall be set up to carry out the environment management and monitoring functions and a separate budget shall be allocated for this purpose.

• An EMS management cell is in place & functioning well. Organogram of EMS management cell is as below.

• The parameters like pH, Total Hardness, TDS, Chloride, COD, and BOD are analysed in laboratory on regular basis.

75. The funds earmarked for environment protection measures shall be maintained in a separate account and there shall not be any diversion of these funds for any other purpose. A year-wise expenditure on environmental safeguards shall be reported.

• Budgetary provisions of INR 1475 Lakhs have been made for environment protection measures.

• A total expenditure of INR 99.31 Lakhs was incurred during October’18 to March’19.

76. Pucca flooring/ impervious bottom shall be provided in the work areas, chemical storage areas and chemical handling areas to minimize soil contamination.

• Pucca flooring is provided in the work areas, chemical storage areas and chemical handling areas.

77. Leakages from the pipes, pumps, shall be minimal and if occurs, shall be arrested promptly. During material transfer, spillages shall be avoided and garland drain be constructed.

• Proper handling, loading & unloading of waste is ensured/ supervised to avoid spillage/leak.

78. The project management shall vigorously implement the recommendations/ suggestions stated in the EIA report of the project.

Noted.

Page No. 12


79. The company shall carry out socio-economic developmental/ community welfare activities in consultation with the District Development Officer/ District Collector.

• A socio-economic development plan has already been prepared after a detailed Need Assessment Study.

• Company has spent Rs. 3.77 Lakhs Under CSR activity.

• Details of expenditure made so far under the same are attached as Annexure-18.

80. No further expansion or modifications in the plant likely to cause environmental impacts shall be carried out without obtaining prior Environment Clearance from the competent authority.

• We assure that no further expansion or modifications in the plant will be carried out without obtaining prior Environment Clearance from the competent authority.

81. The above conditions shall be enforced, inter-alia under the provisions of the Water (Prevention & Control of Pollution) Act,1974, Air (Prevention & Control of Pollution) Act, 1981, the Environment (Protection) Act, 1986, Hazardous Wastes (Management, Handling and Transboundary Movement) Rules, 2008 and the Public Liability Insurance Act, 1991 along with their amendments and rules.

Noted

82. The project authorities shall earmark adequate funds to implement the conditions stipulated by SEIAA as well as GPCB along with the implementation schedule for all the conditions stipulated herein. The funds so provided shall not be diverted for any other purpose.

• We assure that EMP funds are not being diverted for any other purpose.

83. The applicant shall inform the public that the project has been accorded environmental clearance by the SEIAA and that the copies of the clearance letter are available with the GPCB and may also be seen at the Website of SEIAA/ SEAC/ GPCB. This shall be advertised within seven days from the date of the clearance letter, in at least two local newspapers that are widely circulated in the region, one of which shall be in the Gujarati language and the other in English. A copy each of the same shall be forwarded to the concerned Regional Office of the Ministry.

• Advertisement for granted EC was given in local newspapers (Sandesh samachar- Bharuch) dated 12/09/2015 and Times of India dated 12/09/2015. The copy of advertisement is attached as below.

Page No. 13


84 It shall be mandatory for the project management to submit half-yearly compliance report in respect of the stipulated prior environmental clearance terms and conditions in hard and soft copies to the regulatory authority concerned, on 1st June and 1st December of each calendar year.

Noted. Six monthly compliance report shall be submitted regularly.

85. Concealing factual data or submission of false/fabricated data and failure to comply with any of the conditions mentioned above

may result in withdrawal of this clearance and attract action under the provisions of Environment (Protection) Act, 1986.

Noted

86. The SEIAA may revoke or suspend the clearance, if implementation of any of the above conditions is not found satisfactory.

Noted

87. The company in a time bound manner shall implement these conditions. The SEIAA reserves the right to stipulate additional conditions, if the same is found necessary.

Noted

88. The project authorities shall inform the GPCB, Regional Office of MoEF and SEIAA about the date of financial closure and final

• It is to be noted that the entire project has not been established. Only a part of the project has been established and CC&A/

Page No. 14


approval of the project by the concerned authorities and the date of start of the project.

CTO obtained dated 07/02/2017 for the same.

89. This environmental clearance is valid for Seven years from the date of issue.

Noted

90. Any appeal against this environmental clearance shall lie with the National Green Tribunal, if preferred, within a period of 30 days as prescribed under Section 16 of the National Green Tribunal Act, 2010.

Noted

Page No. 15

Annexure

Annexure 1: GIDC Water withdrawal Permission

A1

A2

A3

Annexure 2: Photographs of GIDC water meter

A4

Annexure 3: Details of ETP

Effluent generated from the various paper making process treated in adequately designed effluent

treatment plant with capacity of 3000 KLD. The treated water disposed to the Arabian Sea through GIDC

disposal pipeline. Water generated from the Paper Machine showers, pump gland sealing, edge trims &

chemical preparation. All excess water from the paper machine is pretreated on a Disc Filter. Fibers

separated from disc filter used back on the paper machine and the clear water used in the dilution of the

waste paper pulping.

The generation of wastewater from stock preparation section taken into a DAF. The sludge taken to a

primary sludge handling system for thickening. De-Inking Sludge, screen rejects etc are taken to a separate

sludge thickener. The filtrate from the sludge thickener taken into a Dissolved Air Flotation (DAF) where the

generated sludge again taken into the primary sludge handling system. The clear water mixed with the

Primary clarifier water and taken into an aeration basin. This would be followed by a secondary clarifier.

The treated effluent (i.e 2722 KLD) from clarifier is discharged to GIDC drainage pipeline going to Arabian

Sea.(unit has already obtained permission for disposal of treated effluent from GIDC) The sludge from the

clarifier recirculated and excess bio-sludge thickened and disposed into a solid waste disposal site or

incinerated in a Cement Plant.

ETP units

Sr. No. Name Nos. Capacity (m3)

1 Primary Clarifier 1 400 m3

2 Mixing Tank 1 50 m3

3 Sludge Thickener 1 3000 m3/day

4 Dissolved Air Flotation 1 3000 m3/day

5 Aeration System 1 6000 m3

6 Secondary Clarifier 1 800 m3

7 Sludge collection tank – 1 1 200 m3

A5

TEST CERTIFICATE Our Ref. No. PL/WS/20181010061 Issue Date October 15, 2018

Customer Name & Address M/s. Mehali Papers Pvt.Ltd Plot No.D-2/11/B/2,GIDC, Dahej, Dist. Bharuch.

Customer Ref. No & Date WOPDG-17-2017 Dated: 20-03-2018

Part A: SAMPLE PARTICULARS

Sample Name ETP Inlet Effluent

Sample Description Colourless Liquid

Sample Quantity 1 Lit Packing Plastic Bottle

Sample Collection Date 10/10/2018 Sample Receipt Date 10/10/2018

Analysis Start Date 12/10/2018 Analysis Completion Date 15/10/2018

Part B: SAMPLING DETAILS

Sample Collection Collected by Us. Sampling Procedure PL/SOP/233

Sampling Location ETP Outlet

Any Other Information NA

Part C: TEST RESULTS

Sr. No. Test Parameters Unit Results Method Specification/ Limits

1. Chemical Oxygen Demand mg/L 2162 APHA23rdEd.2017-5220-B NS

2. Biochemical Oxygen Demand (3 Days at 27OC)

mg/L 854 IS 3025( Part-44)1993(RA 2014) NS

Part D: REMARKS: --

Part E: ABBREVIATIONS: NA- Not Applicable, NS- Not Specified.

Note: This report is subjected to the terms and conditions mentioned overleaf.

(Annushya Patel) (Prashant Bhidkar)

Verified By Authorised Signatory.

**********End of Report**********

QF No.PL/QF/7.8/01 Page 1 of 2

Annexure 4 Treated Water Report

A6





Sample Name ETP Outlet Effluent

Sample Description Colorless Liquid





Sample Collection Collected by Us.

Sampling Procedure NA Sampling Procedure PL/SOP/233, PL/SOP/138




Sr. No. Test Parameters Unit Results Method Specification/

Limits

1. pH -- 7.99 APHA23rdEd.2017-4500pH 5.5 to 9.0

2. Temperature oC 28 APHA23rdEd.2017-2550B --

3 Colour C.U. 49.69 APHA23rdEd.2017-2120B&C 100

4 Total Suspended Solids mg/L 15 APHA23rdEd.2017-2540-D 100

5 Chemical Oxygen Demand mg/L 179 APHA23rdEd.2017-5220-B 250

6 Biochemical Oxygen Demand (3 Days at 27OC)

mg/L 46 IS 3025( Part-44)1993(RA 2014) 100

7 Oil & Grease mg/L 0.8 APHA23rdEd.2017- 5520-B 20

8 Phenolic Compound mg/L 0.19 APHA23rdEd.2017-5530D 5

9 Ammonical Nitrogen mg/L <5 APHA23rdEd.2017-4500 NH3 50

*10 Sulphides(as S-2) mg/L 2 APHA23rdEd.2017-4500-S2- 5

11 Zinc (as Zn) mg/L <0.2 IS 3025(Part-49):1994(RA-2014) 15

12 Cadmium (as Cd) mg/L <0.2 IS 3025 (Part-41)1992(RA-2014) 2

13 Fluorides (as F) mg/L 0.206 EPA 340.2-1974 15

*14 Arsenic ( as As) mg/L <0.01 IS 3025 (Part-37)1988(RA-2014) 0.2

15 Lead (as Pb) mg/L <0.2 IS 3025(Part-47)1994(RA-2014) 2

16 Nickel (as Ni) mg/L <0.2 IS 3025 (Part-54)2003(RA-2014) 5

17 Total Chromium (as Cr) mg/L <0.2 EPA 3050 B Rev.2-1996 2

18 Hexavalent Chromium (as Cr+6) mg/L <0.02 APHA 22ndEd.2012-3500-Cr-B 1

*19 Mercury ( as Hg) mg/L <0.001 IS 3025(Part-48):1994(RA-2014) 0.01

20 Copper (as Cu) mg/L <0.2 IS 3025(Part-42)1992 (RA2014) 3


A7
















Limits

21 Cyanide (as CN-) mg/L <0.05 APHA23rdEd.2017-4500 CN- 0.2

*22 Selenium (as Se) mg/L <0.01 IS 3025(Part-56):2003(RA-2014) 0.05

23 Iron( as Fe) mg/L <0.2 IS 3025(Part-53)2003(RA-2014) 3

24 Manganese (as Mn) mg/L <0.2 APHA23rdEd.2017-3500 Mn B 2

25 Boron mg/L <0.5 APHA23rdEd.2017-4500 B-B 2

*26 Insecticides/Pesticides µg/L BDL USEPA 3510 & 8141 A ,8181A Absent

*27 Bio- assay test -- Passed the test IS 6582-1971(RA 2009) 90 %Survival of fish after 96 hours in 100

%effluent

Part D: REMARKS: --

Part E: ABBREVIATIONS: * – Parameters are not covered under NABL Scope, NA- Not Applicable, BDL- Below Detection Limits.




**********End of Report**********


TEST CERTIFICATE

A8

Our Ref. No. PL/WS/20181129064 Issue Date December 05, 2018





Sample Description Colourless Liquid












mg/L 800 IS 3025( Part-44)1993(RA 2014) NS

Part D: REMARKS: --





**********End of Report**********


A9

TEST CERTIFICATE Our Ref. No. PL/WS/20181129063 Issue Date December 05, 2018
















Limits

1. pH -- 8.15 APHA23rdEd.2017-4500pH 5.5 to 9.0


3 Colour C.U. 45 APHA23rdEd.2017-2120B&C 100




mg/L 42 IS 3025( Part-44)1993(RA 2014) 100







13 Fluorides (as F) mg/L 0.182 EPA 340.2-1974 15




17 Total Chromium (as Cr) mg/L <0.2 IS 3025(Part-52)2003 (RA2014) 2

18 Hexavalent Chromium (as Cr+6) mg/L <0.02 APHA23rdEd.2017-3500-Cr-B 1




A10

TEST CERTIFICATE Our Ref. No. PL/WS/20181129063 Our Ref. No. December 5, 2018





Sample Description Colorless Liquid Sample Description Plastic Bottle

Sample Quantity 29/11/2018 Sample Receipt Date 29/11/2018



Sample Collection Collected by Us. Sample Collection PL/SOP/233, PL/SOP/138

Sampling Procedure NA


Any Other Information


Limits








%effluent

Part D: REMARKS: --



(Rupal Tandel) (Annushya Patel)


**********End of Report**********


A11



Customer Ref. No & Date NA



Sample Description Light Yellow Colour Liquid












mg/L 625 IS 3025( Part-44)1993(RA 2014) NS

Part D: REMARKS: --





**********End of Report**********


A12






Sample Description Light Yellow Color Liquid











Limits

1. pH -- 8.01 APHA23rdEd.2017-4500pH 5.5 to 9.0






mg/L 86 IS 3025( Part-44)1993(RA 2014) 100


8 Phenolic Compound mg/L <0.05 APHA23rdEd.2017-5530D 5





13 Fluorides (as F) mg/L <0.05 EPA 340.2-1974 15









A13






Sample Description Colorless Liquid Sample Description Plastic Bottle









Limits








%effluent

Part D: REMARKS: --





**********End of Report**********


A14

TEST CERTIFICATE Our Ref. No. PL/WS/20190108063 Issue Date January 17, 2019

















mg/L 1150 IS 3025( Part-44)1993(RA 2014) NS

Part D: REMARKS: --





**********End of Report**********


A15

















Limits

1. pH -- 7.53 APHA23rdEd.2017-4500pH 5.5 to 9.0






mg/L 51 IS 3025( Part-44)1993(RA 2014) 100



9 Ammonical Nitrogen mg/L 48 APHA23rdEd.2017-4500 NH3 50

*10 Sulphides(as S-2) mg/L <0.05 APHA23rdEd.2017-4500-S2- 5












A16






Sample Description Light Yellow Color Liquid Sample Description Plastic Bottle









Limits








%effluent

Part D: REMARKS: --





**********End of Report**********


A17

TEST CERTIFICATE Our Ref. No. PL/WS/20190208067 Issue Date February 18, 2019

















mg/L 533 IS 3025( Part-44)1993(RA 2014) NS

Part D: REMARKS: --





**********End of Report**********


A18

















Limits

1. pH -- 7.46 APHA23rdEd.2017-4500pH 5.5 to 9.0

2. Temperature oC 28 APHA23rdEd.2017-2550B NS





mg/L 29 IS 3025( Part-44)1993(RA 2014) 100
















A19















Limits








%effluent

Part D: REMARKS: --

Part E: ABBREVIATIONS: * – Parameters are not covered under NABL Scope, NA- Not Applicable, BDL- Below Detection Limits, NS- Not Specified.




**********End of Report**********


A20

TEST CERTIFICATE Our Ref. No. PL/WS/20190327097 Issue Date April 06, 2019
















Limits

1. pH -- 7.50 APHA23rdEd.2017-4500pH 5.5 to 9.0






mg/L 76 IS 3025( Part-44)1993(RA 2014) 100












18 Hexavalent Chromium (as Cr+6) mg/L 0.06 APHA23rdEd.2017-3500-Cr-B 1




A21

TEST CERTIFICATE Our Ref. No. PL/WS/20190327097 Issue Date April 06, 2019














Limits





25 Boron mg/L 1.4 APHA23rdEd.2017-4500 B-B 2



%effluent

Part D: REMARKS: --

Part E: ABBREVIATIONS: * – Parameters are not covered under NABL Scope, NA- Not Applicable, BDL- Below Detection Limit, NS- Not Specified.


(Rupal Tandel) (Annushya Patel)


**********End of Report**********


A22

Bhupendrabhai

Prashant Sir

Anushya Madam

A23

Annexure 5: Photographs of online monitoring meter

Online pH meter

Online TOC meter

A24

Annexure 6: Photographs of inlet and outlet meter of the ETP

Inlet meter of the ETP

Outlet meter of the ETP

A25

Annexure 7: Photograph of logbook of ETP

A26

Annexure 8: Photographs of Greenbelt

A27

A28

A29

Annexure 9: Membership certificate of TSDF

A30

Annexure 10: Letter of intent for De-inking sludge

A31

Annexure 11: Letter of intent for Fly ash

A32

Annexure 12: Letter of intent for Plastic waste

A33

Annexure 13: GPCB letter for Removal of De inking sludge from Hazardous Waste

A34

Annexure 14: Online monitoring system installation bill

A35

Annexure 15: Copy of CC&A

Amendment in CC&A

A36

A37

CC&A Copy

A38

A39

A40

A41

A42

A43

A44

Annexure 16: First Aid Box Details

A45

Annexure 17: Training Records

A46

Annexure 18: CSR Details

Mehali Papers Pvt.Ltd. D2/11/B2, Dahej,Bharuch

CSR during 01-10-2018 to 31-03-2019 SR

NO. PARTICULARS AMOUNT REMARKS

1 Roti Foundation Mumbai 100,000.0

0 Providing Food To Hungry People By Youngsters

Knocking On The Doors Of Common Resident

2 Manish Kothari-Mumbai

Marathon 51,000.00 Cancer Patients Through The NGO CPAA

3 Enviro Creators Foundation 226,000.0

0 Tree Plantion

TOTAL 377,000.0

0

A47

TEST CERTIFICATE

Our Ref. No. PL/AA/20181009056 Issue Date October 16,2018

Customer Name & Address M/s. MEHALI PAPERS PVT. LTD.

Plot No:D-2/11/B/2,G.I.D.C. Dahej.392130



Sample Name Ambient Air Monitoring




Sample Collection Collected By us

Sampling Location Near Time Office

Sampling Procedure IS 5182 Part-5-1975(RA-2014)

Sampling Instrument & ID PL/AMS/001 - RDS APM 460 BL & PL/AMS/001 - FPS APM 550

Sampling Duration 24 hrs. Weather Condition Clear

Ambient Temperature (°C) 34 Humidity (%) 62

Any Other Information NM


Sr. No.

Test Parameters Unit Results Test Method Specification / Limits

1. Particulate Matter (PM10) µg/m3 91 IS: 5182 (Part 23)-2006 (RA2012) 100

2. Particulate Matter PM2.5) µg/m3 52 CPCB Guideline-NAAQMS/36/2012-13 60

3. Sulphur Dioxide ( Sox) µg/m3 32 IS: 5182 (Part 2)-2001 (RA2012) 80

4. Oxide of Nitrogen (NOx) µg/m3 24 IS: 5182 (Part 6)-2006 (RA2012) 80

Part D: REMARKS: --

Part E: ABBREVIATIONS: - NM-Not Mentioned.

Note: This report is subjected to the terms and conditions mentioned overleaf

(Prashant Bhidkar)

Checked by Authorised Signatory

*************** End of Report ***************

QF No. PL/QF/7.8/02 Page 1 of 2

Annexure 19 Ambient Air Monitoring Report

A48

TEST CERTIFICATE

Our Ref. No. PL/AA/20181009057 Issue Date October 16,2018










Sampling Location Near Labor Gate







Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A49

TEST CERTIFICATE

Our Ref. No. PL/AA/20181128085 Issue Date December 7,2018

















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A50

TEST CERTIFICATE


















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A51

TEST CERTIFICATE


















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A52

TEST CERTIFICATE


















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A53

TEST CERTIFICATE

Our Ref. No. PL/AA/20190107078 Issue Date January 16,2019

















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A54

TEST CERTIFICATE

Our Ref. No. PL/AA/20190107079 Issue Date January 16,2019

















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A55

TEST CERTIFICATE

Our Ref. No. PL/AA/20190207037 Issue Date February 16,2019












Sampling Instrument RDS APM 460 BL & FPS APM 550





Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A56

TEST CERTIFICATE

Our Ref. No. PL/AA/20190207038 Issue Date February 16,2019

















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A57

TEST CERTIFICATE

Our Ref. No. PL/AA/20190326055 Issue Date April 5,2019

















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A58

TEST CERTIFICATE

Our Ref. No. PL/AA/20190326056 Issue Date April 5,2019

















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A59

TEST CERTIFICATE

Our Ref. No. PL/N/20181010062 Issue Date October 16,2018





Sample Name Noise Level Monitoring (Day Time)



Sample Collection Collected by us

Sampling Location Near Main Gate

Sampling Procedure IS 9989:1981

Sampling Instrument Digital Sound Level Meter

Any Other Information Time- 06.00 am to 10.00 pm


Sr. No.

Specified Work Place Unit Result

Test Method Specification/ Limits Max Min

*1. East Side dB(A) 73.1 65.2 IS 9989:1981 75

*2. West Side dB(A) 72.1 69.5 IS 9989:1981 75

*3. South Side dB(A) 73.5 69.7 IS 9989:1981 75

*4. North Side dB(A) 70.8 68.7 IS 9989:1981 75

Part D: REMARKS: - *- Parameters are not covered under NABL Scops.



(Prashant Bhidkar)


*************** End of Report ***************


Annexure 20: Noise Monitoring Report

A60

TEST CERTIFICATE










Sampling Location Near ETP Plant





Sr. No.



*1. East Side dB(A) 71.3 67.7 IS 9989:1981 75

*2. West Side dB(A) 72.5 69.8 IS 9989:1981 75

*3. South Side dB(A) 73.4 71.4 IS 9989:1981 75

*4. North Side dB(A) 72.9 70.7 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A61

TEST CERTIFICATE










Sampling Location Near D.G. Set





Sr. No.



*1. East Side dB(A) 70.6 65.0 IS 9989:1981 75

*2. West Side dB(A) 73.5 70.8 IS 9989:1981 75

*3. South Side dB(A) 72.9 71.1 IS 9989:1981 75

*4. North Side dB(A) 73.9 71.7 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A62

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 70.4 60.3 IS 9989:1981 75

*2. West Side dB(A) 71.4 69.8 IS 9989:1981 75

*3. South Side dB(A) 72.3 70.4 IS 9989:1981 75

*4. North Side dB(A) 70.4 69.7 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A63

TEST CERTIFICATE










Sampling Location Near Boiler Area





Sr. No.



*1. East Side dB(A) 73.6 70.2 IS 9989:1981 75

*2. West Side dB(A) 72.5 71.4 IS 9989:1981 75

*3. South Side dB(A) 74.3 70.1 IS 9989:1981 75

*4. North Side dB(A) 73.2 71.6 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A64

TEST CERTIFICATE










Sampling Location Out Side Production Plant





Sr. No.



*1. East Side dB(A) 71.4 65.3 IS 9989:1981 75

*2. West Side dB(A) 72.6 71.3 IS 9989:1981 75

*3. South Side dB(A) 70.6 68.7 IS 9989:1981 75

*4. North Side dB(A) 73.2 70.5 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A65

TEST CERTIFICATE

Our Ref. No. PL/N/20181129057 Issue Date December 7,2018














Sr. No.



*1. East Side dB(A) 70.3 62.1 IS 9989:1981 75

*2. West Side dB(A) 71.5 70.3 IS 9989:1981 75

*3. South Side dB(A) 72.6 68.9 IS 9989:1981 75

*4. North Side dB(A) 71.3 69.2 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A66

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 70.3 66.7 IS 9989:1981 75

*2. West Side dB(A) 71.3 68.7 IS 9989:1981 75

*3. South Side dB(A) 72.5 70.1 IS 9989:1981 75

*4. North Side dB(A) 71.9 69.5 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A67

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 71.0 68.1 IS 9989:1981 75

*2. West Side dB(A) 72.3 71.5 IS 9989:1981 75

*3. South Side dB(A) 72.9 70.2 IS 9989:1981 75

*4. North Side dB(A) 71.8 70.4 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A68

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 71.6 64.1 IS 9989:1981 75

*2. West Side dB(A) 72.6 70.3 IS 9989:1981 75

*3. South Side dB(A) 73.2 71.9 IS 9989:1981 75

*4. North Side dB(A) 71.5 70.1 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A69

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 71.6 66.4 IS 9989:1981 75

*2. West Side dB(A) 73.2 70.5 IS 9989:1981 75

*3. South Side dB(A) 73.4 69.8 IS 9989:1981 75

*4. North Side dB(A) 72.1 68.7 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A70

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 70.6 62.7 IS 9989:1981 75

*2. West Side dB(A) 71.6 68.5 IS 9989:1981 75

*3. South Side dB(A) 72.3 69.5 IS 9989:1981 75

*4. North Side dB(A) 71.2 68.7 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************

A71


TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 68.4 61.4 IS 9989:1981 75

*2. West Side dB(A) 65.4 59.4 IS 9989:1981 75

*3. South Side dB(A) 66.2 55.4 IS 9989:1981 75

*4. North Side dB(A) 68.4 57.9 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A72

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 73.2 68.4 IS 9989:1981 75

*2. West Side dB(A) 72.8 67.9 IS 9989:1981 75

*3. South Side dB(A) 74.0 69.0 IS 9989:1981 75

*4. North Side dB(A) 69.8 62.4 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A73

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 71.3 69.2 IS 9989:1981 75

*2. West Side dB(A) 70.6 69.5 IS 9989:1981 75

*3. South Side dB(A) 71.2 69.2 IS 9989:1981 75

*4. North Side dB(A) 72.5 71.3 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A74

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 68.4 64.3 IS 9989:1981 75

*2. West Side dB(A) 67.4 66.2 IS 9989:1981 75

*3. South Side dB(A) 67.8 64.2 IS 9989:1981 75

*4. North Side dB(A) 69.0 65.0 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A75

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 74.0 70.2 IS 9989:1981 75

*2. West Side dB(A) 73.9 69.4 IS 9989:1981 75

*3. South Side dB(A) 72.9 68.8 IS 9989:1981 75

*4. North Side dB(A) 73.5 70.0 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A76

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 70.4 67.4 IS 9989:1981 75

*2. West Side dB(A) 71.4 68.8 IS 9989:1981 75

*3. South Side dB(A) 69.9 65.4 IS 9989:1981 75

*4. North Side dB(A) 68.7 63.4 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************

A77


TEST CERTIFICATE

Our Ref. No. PL/N/20190107081 Issue Date January 16,2019














Sr. No.



*1. East Side dB(A) 70.4 61.1 IS 9989:1981 75

*2. West Side dB(A) 65.2 57.8 IS 9989:1981 75

*3. South Side dB(A) 71.8 62.7 IS 9989:1981 75

*4. North Side dB(A) 73.6 65.4 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A78

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 68.9 66.6 IS 9989:1981 75

*2. West Side dB(A) 71.6 65.8 IS 9989:1981 75

*3. South Side dB(A) 70.2 63.2 IS 9989:1981 75

*4. North Side dB(A) 69.8 64.2 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A79

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 73.1 67.8 IS 9989:1981 75

*2. West Side dB(A) 70.8 65.3 IS 9989:1981 75

*3. South Side dB(A) 71.7 67.4 IS 9989:1981 75

*4. North Side dB(A) 73.6 68.4 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A80

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 68.4 63.7 IS 9989:1981 75

*2. West Side dB(A) 70.2 65.1 IS 9989:1981 75

*3. South Side dB(A) 67.4 62.8 IS 9989:1981 75

*4. North Side dB(A) 69.8 60.9 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A81

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 71.4 67.4 IS 9989:1981 75

*2. West Side dB(A) 72.8 62.1 IS 9989:1981 75

*3. South Side dB(A) 70.6 66.2 IS 9989:1981 75

*4. North Side dB(A) 73.6 67.4 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A82

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 72.4 64.2 IS 9989:1981 75

*2. West Side dB(A) 68.3 60.1 IS 9989:1981 75

*3. South Side dB(A) 70.6 63.7 IS 9989:1981 75

*4. North Side dB(A) 71.1 64.4 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A83

TEST CERTIFICATE

Our Ref. No. PL/N/20190107081 Issue Date February 16,2019














Sr. No.



*1. East Side dB(A) 64.2 58.1 IS 9989:1981 75

*2. West Side dB(A) 69.7 66.1 IS 9989:1981 75

*3. South Side dB(A) 67.8 64.7 IS 9989:1981 75

*4. North Side dB(A) 70.4 60.3 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A84

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 68.4 62.2 IS 9989:1981 75

*2. West Side dB(A) 67.9 60.3 IS 9989:1981 75

*3. South Side dB(A) 70.3 61.2 IS 9989:1981 75

*4. North Side dB(A) 69.3 65.2 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A85

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 70.1 67.3 IS 9989:1981 75

*2. West Side dB(A) 69.3 68.1 IS 9989:1981 75

*3. South Side dB(A) 74.2 66.3 IS 9989:1981 75

*4. North Side dB(A) 71.8 65.2 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A86

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 65.4 60.2 IS 9989:1981 75

*2. West Side dB(A) 63.1 61.2 IS 9989:1981 75

*3. South Side dB(A) 67.4 58.3 IS 9989:1981 75

*4. North Side dB(A) 68.2 59.2 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A87

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 70.6 67.9 IS 9989:1981 75

*2. West Side dB(A) 72.4 66.4 IS 9989:1981 75

*3. South Side dB(A) 71.1 62.2 IS 9989:1981 75

*4. North Side dB(A) 72.7 63.9 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A88

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 70.2 64.3 IS 9989:1981 75

*2. West Side dB(A) 68.3 66.8 IS 9989:1981 75

*3. South Side dB(A) 67.5 62.2 IS 9989:1981 75

*4. North Side dB(A) 71.6 65.5 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A89

TEST CERTIFICATE

Our Ref. No. PL/N/20190327091 Issue Date April 5,2019














Sr. No.



*1. East Side dB(A) 67.6 59.6 IS 9989:1981 75

*2. West Side dB(A) 66.5 57.8 IS 9989:1981 75

*3. South Side dB(A) 65.3 56.5 IS 9989:1981 75

*4. North Side dB(A) 64.9 58.7 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A90

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 70.9 66.9 IS 9989:1981 75

*2. West Side dB(A) 69.6 67.3 IS 9989:1981 75

*3. South Side dB(A) 72.6 66.8 IS 9989:1981 75

*4. North Side dB(A) 70.9 65.8 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A91

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 70.9 66.6 IS 9989:1981 75

*2. West Side dB(A) 69.9 65.9 IS 9989:1981 75

*3. South Side dB(A) 72.3 64.9 IS 9989:1981 75

*4. North Side dB(A) 71.6 68.5 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A92

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 69.6 61.3 IS 9989:1981 75

*2. West Side dB(A) 64.6 58.6 IS 9989:1981 75

*3. South Side dB(A) 66.2 57.6 IS 9989:1981 75

*4. North Side dB(A) 64.3 55.3 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A93

TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 72.9 67.5 IS 9989:1981 75

*2. West Side dB(A) 70.3 66.8 IS 9989:1981 75

*3. South Side dB(A) 69.7 62.6 IS 9989:1981 75

*4. North Side dB(A) 68.6 63.3 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************

A94


TEST CERTIFICATE















Sr. No.



*1. East Side dB(A) 67.9 60.1 IS 9989:1981 75

*2. West Side dB(A) 70.6 66.3 IS 9989:1981 75

*3. South Side dB(A) 71.3 64.7 IS 9989:1981 75

*4. North Side dB(A) 66.3 58.6 IS 9989:1981 75




(Prashant Bhidkar)


*************** End of Report ***************


A95

A96

A97

TEST CERTIFICATE

Our Ref. No. PL/SA/20181009058 Issue Date October 16,2018





Sample Name Stack Emission Monitoring





Sampling Location Boiler

Sampling Procedure IS 11255 Part-3-2008

Sampling Instrument & ID PL/AMS/001-APM 620&602

Stack Height (m) 80 Stack Diameter (m) 1.800

Flue Gas Temperature (oC) 108 Exit Gas Velocity (m/sec) 6.3

Fuel used Coal & Lime

Any Other Information Time-15.30


Sr. No.

Test Parameters Unit Results Test Method Specification/

Limits

1. Particulate Matter (as PM) mg/Nm3 57 IS:11255(Part 1)-1985 (RA2014) 150

2. Sulphur Dioxide (as SOX) ppm 92 IS:11255(Part 2)-1985 (RA2014) 100

3. Oxides Of Nitrogen(as NOX) ppm 26 IS:11255(Part 7)-2005 (RA2012) 50

Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


Annexure 21 Stack Monitoring Report

A98

TEST CERTIFICATE

Our Ref. No. PL/SA/20181128087 Issue Date December 7,2018















Fuel used Coal & Lime



Sr. No.


Limits




Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A99

TEST CERTIFICATE


















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************

A100


TEST CERTIFICATE

Our Ref. No. PL/SA/20181213065 Issue Date December 26,2018















Fuel used Coal



Sr. No.


Limits




Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A101

TEST CERTIFICATE


















Sr. No.






Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A102

TEST CERTIFICATE

Our Ref. No. PL/SA/201907080 Issue Date January 16,2019















Fuel used Coal



Sr. No.


Limits




Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A103

TEST CERTIFICATE

Our Ref. No. PL/SA/20190207039 Issue Date February 16,2019












Sampling Instrument PL/AMS/001-APM 620&602



Fuel used Coal



Sr. No.


Limits




Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A104

TEST CERTIFICATE

Our Ref. No. PL/SA/20190327090 Issue Date April 5,2019












Sampling Instrument PL/AMS/001-APM 620&602


Flue Gas Temperature (oC) Exit Gas Velocity (m/sec)

Fuel used Coal



Sr. No.


Limits




Part D: REMARKS: --



(Prashant Bhidkar)


*************** End of Report ***************


A105

Annexure 22: Medical Health check up Summary

AGE Name HT WT BMI BP PULSE VISION BG HB WBC RBS AUDIO XRAY REMARK

28 Jaydeepsinh Pravinsinh Vaghela 183 94 28.07 138/80 80 N O+ 12.8 7400 135 BLN N FIT

32 Brijesh Katwaru Yadav 183 95 28.37 130/88 74 WGN B+ 15 6000 118 BLN N FIT

29 Shushanta Kumar Pravas Chandra Rout 160 70 27.34 118/80 76 N A+ ND ND ND BLN N FIT

44 Amit Satendralal Sharma 179 75 23.41 118/78 82 N A+ 15.8 7100 121 BLN N FIT

36 Jay Prakash Krishana Chandra Mishra 169 69 24.16 120/80 74 N O+ 13.2 8800 105 BLN N FIT

26 Navazis Irfanmiya Shaikh 177 80 25.54 118/76 78 N AB+ 14.5 8900 116 BLN N FIT

28 Yatinkumar Sumanbhai Patel 163 71 26.72 100/76 82 N A+ 16.1 8900 114 BLN N FIT

55 Raghupati Rameshvar Singh 167 70 25.1 136/84 82 N B+ 14.4 6200 208 BLHL N FIT

39 Shailendra Motilal Singh 172 81 27.38 140/90 84 N B- 15.3 5400 125 BLN N FIT

24 Shubham Maheshbhai Patel 164 59 21.94 124/80 88 N O+ 13.9 12100 133 BLN N FIT

27 Sureshbhai Jashvantbhai Rathod 168 50 17.72 108/70 94 N O+ 14.9 7000 140 BLN N FIT

25 Naeem Salauddin Shaikh 162 54 20.58 110/78 82 N AB+ 14.7 6500 121 BLN N FIT

23 Soyab Rafikbhai Patel 170 81 28.03 116/80 86 N B+ 14.8 7400 114 BLN N FIT

23 Raju Harilal Yadav 163 66 24.84 116/70 78 N B+ 15.8 7000 137 BLN N FIT

26 Salaudddin Gulammehbub Patel 179 64 19.97 130/90 80 N O+ 14.4 7900 200 BLN N FMO

39 Idrish Rojadin Ahamad 163 76 28.6 118/78 82 N A+ 14.8 6400 132 BLN N FIT

24 Nityanand Nagendra 174 78 25.76 120/84 80 N B+ 16 5800 100 BLN N FIT

30 Harsh Bindumadhav Valvi 167 73 26.18 114/78 76 N B+ 15 4600 103 BLN N FIT

26 Mohammedajmal Ibrahim Shaikh 174 62 20.48 118/78 86 N B+ 14.4 6500 101 BLN N FIT

35 Vidyutranjan 166 76 27.58 180/130 82 N A+ 14.9 7400 140 BLN N FIT

A106


Saratchandra Mohanty

25 Mayursinh Pravinsinh Yadav 175 83 27.1 130/88 82 N AB+ 12.9 9500 130 BLN N FIT

30 Mohsin Salim Raj 173 115 38.42 128/90 84 N O+ 14.1 6100 109 BLN N FIT

25 Divyeshkumar Chaitanyakumar Hajariwala 167 78 27.97 138/86 86 WGN B+ 13.8 8700 109 BLN N FIT

25 Premkumar Balram Singh 172 64 21.63 114/76 80 WGN O+ 14.1 5500 125 BLN N FIT

38 Sandeep Arvind Konge 184 65 19.2 116/80 78 N A+ 15.5 7200 99 BLN N FIT

26 Mohsinkhan Habibkhan Pathan 163 71 26.72 138/80 80 N AB+ 15.3 6800 129 BLN N FIT

25 Gauravkumar Rameshchandra Rana 169 63 22.06 114/80 78 N B+ 16.7 9500 126 BLN N FIT

28 Sahil Rajeshkumar Gupta 167 75 26.89 124/82 80 N O+ 13.9 8900 86 BLN N FIT

25 Sohil Siraj Gohil 165 91 33.43 130/80 82 N O+ 13.8 9300 113 BLN N FIT

41 Hiteshkumar Bharatbhai Joshi 164 75 27.89 110/70 82 N A+ 11 4500 160 BLN N FIT

24 Azharuddin Kalimuddin Saiyed 179 118 36.83 118/80 80 N O+ 15.6 10000 97 BLN N FIT

24 Devendra Deepchand Yadav 177 65 20.75 110/78 80 N O+ 13.9 7500 107 BLN N FIT

24 Vishaldipsinh Nirmalsinh Zala 167 76 27.25 120/80 78 WGN AB+ 17.5 7900 123 BLN N FIT

30 Mahboobahmed 164 74 27.51 128/88 78 N AB+ 15.3 7700 108 BLN N FIT

41 Angad Ram Jag Singh 165 83 30.49 130/80 82 N B+ 12.7 5400 140 BLN N FIT

31 Ashutosh Ashokkumar Singh 175 65 21.22 124/80 68 N A+ 14.3 5100 140 BLN N FIT

25 Mahamedjuber Maksudbhai Dalal 164 66 24.54 114/80 80 N O+ 16.2 9700 98 BLN N FIT

24 Aslam Aiyub Patel 172 54 18.25 108/70 88 WGN O+ 14.4 5300 114 ND N FIT

48 Mohammed Kayser Shamim Ansari 174 75 24.77 114/80 80 WGN AB+ 12.4 3700 112 BLN N FIT

33 Yasinbhai Adambhai 165 59 21.67 120/80 84 N AB+ 14.7 7000 136 BLN N FIT

A107


Selat

58 Nagarajan Balakrishnan Cheetiar 168 97 34.37 120/80 86 WGN B+ 12.5 10700 308 BLN N FMO

31 Soman Kumar Sahu Prashanta Kumar Sahu 169 85 29.76 124/84 90 N O+ 18 7300 110 BLN N FIT

31 Dhiraj Kumar Dharmendra Singh 173 83 27.73 122/80 76 N AB+ 12.8 4900 121 BLN N FIT

28 Neeraj Dhananjai Pathak 174 70 23.12 120/80 80 N O+ 15.2 6100 136 BLN N FIT

36 Yogeshkumar Premjibhai Patel 175 73 23.84 124/84 80 N O+ 14.2 5900 113 BLN N FIT

48 Faiaz Ahmad Shah 163 70 26.35 126/84 82 WGN B+ 14.1 7000 125 BLN N FIT

23 Rohit Singh 167 69 24.74 122/80 78 N O+ 15.6 7500 100 BLN N FIT

48 Mahendra Nagendra Singh 173 72 24.06 124/88 78 N O- 14 7900 116 BLN N FIT

38 Chandresh Kumar Mishra 165 82 30.12 120/80 82 N B+ 14.7 6300 200 BLN N FMO

23 Neeraj Kumar Singh 172 69 23.32 124/84 82 N B+ 15.1 8100 120 BLNN N FIT

26 Ashutosh Sharma 170 60 20.76 120/80 86 N B+ 16.7 7000 127 BLN N FIT

24 Viralkumar Rajnikant Patel 174 80 26.42 114/76 74 WGN B+ 14.6 6400 140 BLN N FIT

34 Balaji Devatha 177 74 23.62 118/80 84 WGN O+ 14.3 7600 102 BLN N FIT

32 Kamlesh Deonath Yadav 155 55 22.89 110/70 80 N A- 17.7 7800 110 BLN N FIT

29 Imranbhai Isabhai Patel 173 85 28.4 130/80 76 N B+ 15.1 7000 127 BLN N FMO

36 Vinod Dubey 169 85 29.76 130/82 84 N O+ 15.2 6600 130 BLN N FIT

45 Trivedi Ketan 175 85 27.76 120/84 74 WGN A+ 14.4 6700 160 BLN N FMO

32 Mohammad Dilshad Shafiq 167 71 25.46 124/86 82 N O+ 16 6700 115 BLN N FIT

47 Ganesh Laxman Pawar 168 62 21.97 120/80 74 N B+ 13.5 6800 111 BLN N FIT

35 Shaikh Irshad Nizamuddin 172 78 26.37 120/80 78 N AB+ 15.1 8900 140 BLN N FIT

47 Venkatesh Upadhyaya 166 85 30.85 118/78 82 WGN O+ 14 7600 126 BLN N FIT

A108


31 Vijaybhai Sravanbhai Solanki 161 60 23.15 120/80 82 N A+ 12.1 9400 114 BLN N FIT

31 Mayankkumar Chandubhai Rathod 156 56 23.01 120/80 88 N O+ 11.9 13100 137 BLN N FIT

32 Chandrashekhar Kushwaha 161 71 27.39 118/76 88 N AB+ 14.9 11700 126 BLN N FIT

32 Jainulabedin Musa Badhshah 169 70 24.51 110/78 92 WGN O+ 14.3 7100 101 BLN N FIT

26 Gyaneshwar Patle 163 58 21.83 116/70 72 N B+ 13.3 9500 130 BLN N FIT

29 Amit Kumar 169 70 24.51 110/86 80 N B+ 14.7 6400 92 BLN N FIT

39 Patel Mohmedirfan Gulambhai 164 76 28.26 140/90 82 N B+ 13.2 6900 118 BLN N FIT

21 Prins Kumar Singh 175 61 19.92 118/80 80 N O+ 14.1 5700 161 BLN N FIT

36 Maheshbhai Chaturbhai Jambu 165 66 24.24 122/82 80 N B+ 13.2 5800 117 BLN N FIT

25 Pagoti Lakshmana Rao 163 57 21.45 124/82 82 N A+ 14.9 6200 150 BLN N FIT

28 Maksud Alam 162 62 23.62 120/80 80 N B+ 16.2 6400 140 BLN N FIT

18 Patel Sahil Abdulbhai 165 45 16.53 110/70 82 WGN A+ 14.6 10600 165 BLN N FIT

33 Baria Girishbhai Kantibhai 166 62 22.5 110/70 80 N O+ 12.4 7700 105 BLN N FIT

28 Gurjeet Singh 172 73 24.68 126/84 84 WGN A+ 14 7800 123 BLN N FIT

39 Umesh Kumar Mishra 172 85 28.73 120/86 84 N B+ 15.2 9600 350 BLN N FMO

35 Vikramsingh Rajmohansingh Thakur 163 71 26.72 130/80 76 N B- 15.4 7600 122 BLN N FIT

26 Ajeet Kumar Verma 172 76 25.69 120/80 76 N B+ 13.7 6500 115 BLN N FIT

28 Kuldeep Singh 159 62 24.52 122/78 82 N B+ 15.7 7500 131 BLN N FIT

24 Naghera Chetanbhai Devayatbhai 171 76 25.99 110/70 86 N O+ 15.7 8800 136 BLN N FIT

24 Patel Nileshkumar Kodarbhai 167 70 25.1 138/80 92 N B+ 14.9 7900 139 BLN N FIT

35 Hitendra Hasamukhalal Mehta 159 62 24.52 116/84 78 N A+ 14.1 7400 121 BLN N FIT

26 Angtong Teron 162 56 21.34 124/80 78 N B+ 11.1 6400 115 BLN N FIT

24 Ajaykumar Khimabhai 178 77 24.3 100/70 70 N O+ 16 8300 119 BLN N FIT

A109


Barad

22 Chirag Prajapati Bhupendrabhai Prajapati 173 56 18.71 130/80 70 N A+ 15.3 7100 120 BLN N FIT

46 PRADEEP MISHRA 155 62 25.81 120/86 84 WGN A+ 8.5 5300 132 BLN N FMO

A110

Annexure 23: Letter for Tie up with hospital

A111

Annexure 24: CREP Guideline

A112

A113

A114

Annexure 25: Land looser detail

A115

A116

Annexure 26: Photographs of ESP

A117

Annexure 27: Layout of Fire hydrant

A118

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Documents

For Amendment - Environmental Clearance [EC]