PRE -FEASIBILITY REPORTenvironmentclearance.nic.in/writereaddata/Online/TOR/01...PRE -FEASIBILITY...

PRE -FEASIBILITY REPORT

FOR

Proposed Shree Cement Ltd.,

Unit - Bangur Cement Unit

Capacity Phase - I: Clinker - 4.5 Million TPA,

Cement - 4.0 Million TPA & WHRS - 37.5 MWH

and Phase - II: Cement - 4.0 Million TPA

At

Villages: Bhivgarh, Jawangarh and Ras - II,

Tehsil: Jaitaran, District: Pali (Rajasthan)

APPLICANT

M/s. Shree Cement Ltd.

(Unit: Bangur Cement Unit)

Post Box No. 33, Bangur Nagar,

Andheri Deori, Beawar

Dist: Ajmer (Raj.)

Email: [email protected]

i

INDEX

S. NO. CONTENTS PAGE NO.

1.0 Executive Summary 1

2.0 Introduction of the Project / Background Information 2

(i) Identification of Project & Project Proponent 2

(ii) Brief Description of Nature of the Project 5

(iii) Need for the Project & Its Importance to the Country and or Region 5

(iv) Demand-Supply Gap 6

(v) Import Vs. Indigenous Production 6

(vi) Export Possibility 6

(vii) Domestic / Export Markets 7

(viii) Employment Generation (Direct and Indirect) due to the Project 7

3. Project Description 7

(i) Type of Project including Interlinked and Independent Projects, if any 7

(ii) Location (Map showing General Location, Specific Location, and Project Boundary & Project Site

Layout) with coordinates 8

(iii) Key Plan 10

(iv) Details of Alternative Sites Consideration and Basis of Selecting the Project Site, Particularly the

Environmental Considerations gone into should be highlighted 11

(v) Size or Magnitude of Operation 11

(vi) Project Description with Process Details 11

(vii) Raw Material Required along with Estimated Quantity, Likely Source, Marketing Area of Final

Products, Mode of Transport of Raw Material and Finished Product 15

(viii) Resources Optimization/ Recycling and Reuse Envisaged in the Project, if any, should be briefly

outlined 16

(ix) Availability of Water its Source, Energy /Power Requirement and Source should be given 16

(x) Quantity of waste to be generated (liquid and solid) and scheme for their management/disposal 17

4. Site Analysis 17

(i) Connectivity 17

(ii) Land Form, Land Use and Land Ownership 17

(iii) Topography 18

(iv)

Existing Land Use Pattern {Agriculture, Non-Agriculture, Forest, Water Bodies (including area under

CRZ)}, Shortest Distances from the Periphery of the Project to Periphery of the Forests, National

Park, Wild Life Sanctuary, Eco Sensitive Areas, Water Bodies (Distance from the HFL of the river),

CRZ. In Case of Notified Industrial area, a copy of the Gazette Notification

18

(v) Existing Infrastructure 19

(vi) Soil Classification 19

(vii) Climatic Data from Secondary Sources 19

(viii) Social Infrastructure Available 19

5. Planning Brief 19

(i) Planning Concept (Type of Industries, Facilities, and Transportation etc.) Town and Country

Planning/ Development Authority Classification 19

(ii) Population Projection 19

(iii) Land Use Planning (Break Up along with Green Belt Etc.) 19

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S. NO. CONTENTS PAGE NO.

(iv) Assessment of Infrastructure Demand (Physical & Social) 19

(v) Amenities/ Facilities 20

6.0 Proposed Infrastructure 20

(i) Industrial Area (Processing Area) 20

(ii) Residential Area (Non Processing Area) 20

(iii) Green Belt 20

(iv) Social Infrastructure 20

(v) Connectivity 20

(vi) Drinking Water 21

(vii) Sewerage System 21

(viii) Industrial Waste Management 22

(ix) Solid Waste Management 22

(x) Power Requirement & Source 22

7. Rehabilitation and Resettlement (R & R) Plan 22

(i) Policy to be adopted (Central/ State) in respect of the Project affected persons including Home

Oustees, Land Oustees and Landless Laborers (Brief Outline to be given) 22

8. Project Schedule & Cost Estimates 22

(i) Likely Date of Start of Construction and Likely Date of Completion (Time Schedule for the Project

to be given) 22

(ii) Estimated Project Cost 22

9. Analysis of Proposal 22

(i) Financial and Social Benefits with special emphasis on the benefit to the local people including

tribal, population, if any in the area 22

10. Environmental Management Plan 23

10.1 Air Pollution Control 23

10.2 Solid Waste Management 27

10.3 Waste Water Management 27

10.4 Noise Pollution Control 27

10.5 Hazardous Waste Management 28

10.6 Green Belt Development 28

10.7 Socio Economics Measures 28

1

ABBREVIATIONS

APCE’s Air Pollution Control Equipments

AQC Air Quenched Coolers

BEE Bureau of Energy Efficiency

CAGR Compound Annual Growth Rate

CER Certified Emission Reductions

CGWA Central Ground Water Authority

CPCB Central Pollution Control Board

CPP Captive power Plant

CRZ Central Regulation Zone

CSR Corporate Social Responsibilities

CTE Consent to Establish

DG Diesel Generator

DBC Deep Bucket Conveyor

ESP Electrostatic Precipitator

ENE East of North East

EIA Environmental Impact Assessment

FY Financial Year

Ha Hectare

HDPE High-density polyethylene

IOCL Indian Oil Corporation Limited

JPL Jindal Power Limited

KLD Kilo Littre Per Day

KM Kilo Meter

Kg Kilogram

MWH Mega Watt Hour

NE North East

NNW North of North West

NH National Highway

ML Mining Lease

MT Million Tonnes

MTPA Million Tonnes Per Annam

MoEF & CC Ministry of Environment, Forest & Climate Change

MSL Mean Sea Level


NE North East

NH National Highway

NE North East

NNE North of North East

NO2 Nitrogen Dioxide


NW North West

OPC Ordinary Portland Cement

2

PF Protected Forest

PPC Portland Pozzolana Cement

PH Pre-Heater

RCC Reinforced Cement Concrete

RF Reserved Forest

R & D Research & Development

RMC Ready Mix Concrete

RO Reverse Osmosis

R&R Rehabilitation and Resettlement

RSPCB Rajasthan State Pollution Control Board

SCALE Supply Chain and Logistic Excellence

SCL Shree Cement Ltd.

SSE South of South East

SE South East

SW South West

SSW South of South West

STP Sewage Treatment Plant

SH State Highway

TPD Tonnes Per Day

TPA Tonnes Per Annum

TPH Tonnes Per Hour

VRM Vertical Roller Mill

WBCSD World Business Council for Sustainable Development

WEF World Economic Forum

WHRS West Heat Recovery System

WNW West of north West

Proposed Shree Cement Ltd, Unit- Bangur Cement Unit, capacity Phase - I: Clinker - 4.5 Million TPA,

Cement - 4.0 Million TPA & WHRS - 37.5 MWH and Phase - II: Cement - 4.0 Million TPA at villages

Bhivgarh, Jawangarh and Ras - II, Tehsil - Jaitaran, District: Pali, (Rajasthan)

Pre-Feasibility

Report

M/s. Shree Cement Limited 1


PRE-FEASIBILITY REPORT

1.0 EXECUTIVE SUMMARY

The proposal is for proposed Shree Cement Ltd., Unit- Bangur Cement Unit at Capacity

(Phase-I: Clinker 4.5 Million TPA, Waste Heat Recovery Power Generation 37.5 MWH,

Cement 4.0 Million TPA and Phase-II: Cement 4.0 Million TPA) at Village – Bhivgarh,

Jawangarh and Ras-II, Tehsil Jaitaran, Dist. Pali (Rajasthan).

SALIENT FEATURES OF THE PROJECT

S. No. Particulars Details

1. Name of Unit Shree Cement Ltd. Unit- Bangur Cement Unit

2. Location

Village Bhivgarh, Jawangarh and Ras-II

Tehsil Jaitaran

District Pali

State Rajasthan

3. Geographical extents of project

site

Latitude Longitude

26° 16' 31.47" N

to 26° 16' 59.45" N

74° 11' 13.35" E

To 74° 11' 43.71" E

Toposheet No. G43I3, G43I4, G43I7 and G43 I8

Khasra No. Phase-I: 1783,1784,1785,1786,1787,1788, 1789,1790 & 1797/1

Phase-II: 1774/1, 1774/2, 1774/3, 1774/4, 1775/1, 1775/2,

1775/3, 1775/4, 1776/1, 1776/2, 1776/3, 1779/2, 1779/3,

1779/4, 1782/1, 1782/2

4. Project Details

Capital Cost of the project Rs. 1310 Crore

Cost for Environmental Protection

measures

• Capital

• Recurring

• Rs. 60 Crores

• Rs. 0.5 Crores / annum

5 Project Requirement

Area Total

Area

31.47 ha (77.78 acre)

Phase-I: 21.29 ha, Phase-II: 10.18 ha

Green

Area

10.38 ha (~25.64 acre)

(~33 % of total plant area)

Water Requirement (KLD) Plant – 630 KLD

Source: Ground water and Mine Pit

Power Requirement (MW) Total Power Requirement - 55.20 MW

Clinker Plant: 28.12 MW

Cement Mill: Phase-I: 13.54 MW & Phase-

II: 13.54 MW

Source: Existing Captive Power Plant of Shree Cement Ltd.

situated near the site and proposed WHRS (37.5 MW)




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Manpower Requirement 230 Permanent employees and 900 Contractual workers

Permanent employees: Phase-I: 170, Phase-II: 60

Contractual workers: Phase-I: 600, Phase-II: 300

6 Climatology

A. Temperature 5 ºC to 49 ºC

B. Relative Humidity 4 to 99 %

C. Wind Speed 0.1 to 25 m/sec

D. Dominant Wind

Direction

Towards NNW

C. Rain Fall 500-600 mm annual

7 Project Site Vicinity Details

Nearest Railway Station Beawar at a distance of ~ 21.0 km in SE direction

Nearest National Highway/State

Highway

State Highway (SH-39) - ~1.0 km in NE direction

Nearest Town / City • Nearest Town & City- Beawar (~23.0 km in SE Direction)

• District Head Quarter- Pali (~100.0 Km in SW direction)

Nearest Airport Jodhpur Airport (~113.0 km in West Direction)

Nearest River Lilri River (Seasonal) (1.0 km in NNW direction)

Reserved/ Protected Forest within

10 km radius

o Protected Forest (3.5 km in NNW direction)

o Gopalpura Block PF (5.0 km in SE direction)

o Babra Giri Block RF (6.5 km in SSE direction)

o Salarmal Block PF (8.5 km in SSE direction)

Ecological Sensitive Areas No National Park, Biosphere Reserve, Wild Life Sanctuary

falls within 10 km radius the study area.

Nearby Industries Nearby Industries:

1. Shree Cement Ltd. Cement Plant & Captive Mine

(Adjacent to proposed Plant)

2. Ambuja Cement Plant & its Captive Mine (3 km, NW)

Seismic Zone Zone – II [as per IS 1893 (Part-I): 2002]

2.0 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION

(i) Identification of project and project proponent



Cement 4.0 Million TPA and Phase-II: Cement 4.0 Million TPA) at Village – Bhivgarh,

Jawangarh and Ras-II, Tehsil Jaitaran, Dist. Pali (Rajasthan).




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o Project Proponent

o About Shree Cement Limited (SCL)

M/s. Shree Cement Limited (SCL) is a Public Limited Company and environment friendly

business organization incorporated under the Companies Act, 1956 (no. 1 of 1956) on

25thOctober 1979. The Company is engaged in the business of cement manufacturing,

mining of mineral for Cement manufacturing facilities in India & United Arab Emirates

(UAE) and generation of electrical power for captive use & sell.

o Cement manufacturing facilities

Presently, our cement production capacity stands at 41.9 Million TPA. The Company’s

Cement and Clinker manufacturing facilities are located at Beawar & Ras in Rajasthan,

Balodabazar-Bhatapara in Chhattisgarh and Ras Al Khaimah’s (RAK) in United Arab

Emirates (UAE). It has split grinding units at seven locations viz. Khushkhera, Suratgarh,

Jobner in Rajasthan, Roorkee in Uttarakhand, Aurangabad in Bihar, Bulandshahr in Uttar

Pradesh and Panipat in Haryana.

o Power Generation Facilities

Total Thermal Power Plants Capacity of the Company is 646 MW (including 126 MW

Waste Heat Recovery Green Power Capacity which is the largest capacity of Green

Power in the entire world cement industry excluding China). The power generated from

these plants is primarily utilized for consumption in its own cement plants as well as to sell

to the outside parties.

o Products

The Company pursues with multi-brand portfolio strategy consisting of three brands viz;

Shree Jang Rodhak Cement, Bangur Cement and Rockstrong Cement. The Company

currently enjoys the highest market share in Rajasthan, Delhi and Haryana, Punjab, West

Uttar Pradesh and Uttarakhand.

o Corporate Sustainability

At SCL, sustainability is an integral part of business and forms the core of future growth

strategy. We have always envisioned a growth which is inclusive and aimed towards

total prosperity of all the stakeholders. We have inculcated sustainability as a business

culture and all our efforts attempt to focus upon fostering innovation, ensuring prosperity,

creating happiness and building trust in people.

Sustainability leads us to the enhancement of corporate values through innovation and

sound business practices. This approach has helped us to proactively address challenges

to our growth. Integration of sustainability in our day to day business activities helps us in

identifying, analysing, implementing control measures and mitigating the multiple risks




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that we faces, our industry, country and planet faces. Sustainable business practices

have endorsed optimal utilization of resources which enhances stakeholders’ value.

o Services towards the community

We believe that a company's prosperity is linked with its neighbouring communities. We

touch the lives of the communities that surround our operations either on our own or in

partnership with government bodies and the community at large. Empowering

communities and working towards making a meaningful difference to them is an

approach that is deeply engrained in our business. The vision is to become a catalyst to

positive change in the society.

Our approach towards development of the local community has been focused on the

following priority areas:

• Healthcare

• Education

• Infrastructure development

• Livelihood generation

• Women empowerment

o Recognitions

• SCL has been awarded Higher Energy Certificate under Perform, Achieve & Trade

(PAT) scheme of Ministry of Power by BEE

• SCL ranked 2ndBest Company in the World on Carbon related matrix-2015

• First Indian Cement Company to join Cement Sustainability Initiative of WBCSD.

• First Indian Cement Company to be Member of World Economic Forum.

• First company in the World to use innovative techniques to utilize 100% Petcoke in its

operations.

• First Cement Company of the World to fetch Certified Emission Reductions (CER’s) on

its Clean Development Mechanism project “Optimal Utilization of Clinker”.

• First Indian cement company to issue Corporate Sustainability Report following the

highest level “A+” for reporting triple bottom line performance

• New World Sustainability Champions by the World Economic Forum (WEF)

• CDP Climate Disclosure Leader for the year 2014

• Government of India recognized in-house R&D Centre.

o Awards

• 2018-19 Golden Peacock Award for Sustainability by Institute of Directors

• 2018-19 Second rank for Best Health & Wellness Initiative by Society of Human

Resource Management




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• 2018-19 National award for Cost Management 2017 by Institute of Cost Accountants

of India

• 2018-19 First Prize in Renewable Energy & Waste Heat Recovery by Quality Circle

Forum of India

• 2018-19 Asia’s Most Trusted Company 2018 by International Brand Consulting

Corporation, USA

• 2018-19 State Level Bhamashaha Samman for Corporate Social Responsibility 2017 by

Government of Rajasthan for Ras and Khushkhera Units

• 2017-18 Sustainability Performance Award by Indian Chamber of Commerce.

• 2017-18 Best Performer in terms of energy saving under Perform, Achieve and Trade

Scheme by Bureau of Energy Efficiency for Beawar and Ras units

• 2017-18 First prize in Cement Sector in “Rajasthan Energy Conservation Award 2017”

instituted by Rajasthan Renewable Energy Corporation Limited

• 2017-18 NCCBM Award for Best improvement in thermal energy performance (Ras,

Rajasthan) 2015-16

• 2017-18 NCCBM Award for Best Quality Excellence for the year 2016-17

• 2017-18 NCCBM Award for Best Quality Excellence for the year 2015-16

• 2017-18 Best Employer 2016 Award by the Employers Association of Rajasthan

• 2017-18 Supply Chain and Logistic Excellence (SCALE) Award 2017 by CII

• 2017-18 Forbes India Magazine Entrepreneur of the year award to Syt. H.M. Bangur,

MD

• 2017-18 Global Sustainability Awards in Platinum Category by Energy & Environment

Foundation, New Delhi.

• 2017-18 National award for Cost Management 2016 by Institute of Cost Accountants

of India

• 2017-18 India’s top 5 companies to work for in the Manufacturing and Production

sector and ranked 65th among India’s top 100 companies to work for by Great Place

to Work.

• 2017-18 State Level Bhamashaha Samman for Corporate Social Responsibility 2017 by

Government of Rajasthan.

(ii) Brief description of nature of the project

It is cement project. As per EIA Notification dated 14th Sep, 2006 as amended time to

time, the project falls under Category “A”.

(iii) Need for the project and its importance to the country and or region.

India is the second largest producer of cement in the world. No wonder, India's cement

industry is a vital part of its economy, providing employment to more than a million




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people, directly or indirectly. Ever since it was deregulated in 1982, the Indian cement

industry has attracted huge investments, both from Indian as well as foreign investors.

India has a lot of potential for development in the infrastructure and construction sector

and the cement sector is expected to largely benefit from it. Some of the recent major

government initiatives such as development of 98 smart cities are expected to provide a

major boost to the sector.

Expecting such developments in the country and aided by suitable government foreign

policies, several foreign players such as Lafarge-Holcim, Heidelberg Cement, and Vicat

have invested in the country in the recent past. A significant factor which aids the

growth of this sector is the ready availability of the raw materials for making cement,

such as limestone and coal.

Market Size

(iv) Demand- Supply Gap

Cement demand in India is expected to increase due to government’s push for large

infrastructure projects, leading to 45 million tonnes of cement needed in the next three to

four years#.

India's cement demand is expected to reach 550-600 Million Tonnes Per Annum (MTPA)

by 2025. The housing sector is the biggest demand driver of cement, accounting for

about 67 per cent of the total consumption in India. The other major consumers of

cement include infrastructure at 13 per cent, commercial construction at 11 per cent

and industrial construction at nine per cent.

To meet the rise in demand, cement companies are expected to add 56 million tonnes

(MT) capacity over the next three years. The cement capacity in India may register a

growth of eight percent by next year end to 395 MT from the current level of 366 MT. It

may increase further to 421 MT by the end of 2017. The country's per capita consumption

stands at around 190 kg.

The Government of India is strongly focused on infrastructure development to boost

economic growth and is aiming for 100 smart cities. It plans to increase investment in

infrastructure to US$ 1 trillion in the 12thFive Year Plan (2012–17). The government also

intends to expand the capacity of the railways and the facilities for handling and storage

to ease the transportation of cement and reduce transportation costs. These measures

would lead to increased construction activity thereby boosting cement demand.

(v) Imports vs. Indigenous production

Imports are not feasible as there is no proximity to ports.

(vi) Export Possibility

It is expected that in the near future, export of cement does not seem to be viable.




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(vii) Domestic/Export Market

Demand in target Market Cement market for the proposed project would be Northern

India. This market has been identified keeping in mind the economic transportation

system distance and location of other supplying clusters and existing grinding units of

SCL.

(viii) Employment Generation (Direct and Indirect) due to the project sourcing

SCL follows the “son of the soil” policy, wherein the maximum possible staffing is from local

area. Only where skills are not available locally, staff will be hired from outside. Total

manpower for the project is estimated around 230 permanent and 900 Contract labour

including Phase - I & II.

3.0 PROJECT DESCRIPTION

(i) Type of Project including interlinked and independent projects if any



Cement 4.0 Million TPA and Phase-II: Cement 4.0 Million TPA) at Village -Bhivgarh,

Jawangarh and Ras-II, Tehsil- Jaitaran, Dist. Pali (Rajasthan).

Interlinked Project:

Required limestone of 6.75 Million TPA limestone will be sourced from captive Nimbeti

Limestone Mining (750.0 ha) located adjacent to the site.




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

project site layout) with coordinates

Figure - 1: Location Map

Proposed Shree Cement Ltd, Unit- Bangur Cement Unit, capacity Phase - I: Clinker - 4.5 Million TPA, Cement - 4.0 Million TPA &

WHRS - 37.5 MWH and Phase - II: Cement - 4.0 Million TPA at villages Bhivgarh, Jawangarh and Ras - II, Tehsil - Jaitaran, District:

Pali, (Rajasthan)

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Figure - 2: Plant Layout

Proposed Shree Cement Ltd, Unit- Bangur Cement Unit, capacity Phase - I: Clinker - 4.5 Million TPA, Cement - 4.0 Million TPA &

WHRS - 37.5 MWH and Phase - II: Cement - 4.0 Million TPA at villages Bhivgarh, Jawangarh and Ras - II, Tehsil - Jaitaran, District:

Pali, (Rajasthan)

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(iii) Key Plan

Figure - 3: Key Plan

Proposed Shree Cement Ltd, Unit- Bangur Cement Unit, capacity Phase - I: Clinker - 4.5 Million

TPA, Cement - 4.0 Million TPA & WHRS - 37.5 MWH and Phase - II: Cement - 4.0 Million TPA at

villages Bhivgarh, Jawangarh and Ras - II, Tehsil - Jaitaran, District: Pali, (Rajasthan)

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(iv) Details of alternative site consideration and basis of selecting the proposed site

particularly the environmental considerations gone sound be highlighted.

No alternate site has been considered for the proposed project as the proposed site is

adjacent to captive limestone mine and well-connected road and railway.

(v) Size or magnitude of operation

Phase-I: Clinker 4.5 Million TPA, Cement - 4.0 Million TPA & Waste Heat Recovery Power

Generation 37.5 MWH and Phase-II: Cement 4.0 Million TPA.

(vi) Project description with process details (a schematic diagram/ flow chart showing the

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

Process Description of clinker unit and cement unit:

The dry process essentially consists of the following unit operation steps:

o Crushing of limestone at the mine site.

o Pre-blending of crushed limestone by Stacker & Reclaimer.

o Grinding-cum- Drying of Raw Materials and Coal/ Petcoke in VRM

o Homogenization of raw meal in a blending silo.

o Clinkerisation of the raw meal in a rotary kiln with preheater, calciner and Cooler.

o Finish Grinding, storage and packing of cement

Various operations of dry process plant are detailed as follows:

o Crushing of Limestone at the Mine Site

The ROM Limestone is fed to crusher Wobbler where +90 mm part is fed into crusher,

where it is crushed to -90 mm size. The - 90 mm size from crusher Wobbler conveyed for

stacking & reclaiming (pre-blending).

o Pre-blending of crushed limestone by Stacker & Reclaimer

The ROM limestone stacked through stacker and reclaimed by reclaimer.




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o Grinding-cum- Drying of Raw Materials and Coal & Petcoke in VRM

Reclaimed limestone with corrective materials (sand, clay, laterite etc.) fed in VRM for

grinding. Hot air of pre-heater used for drying of raw-material.

Coal/Petcoke is highly abrasive, therefore, its crushing is done usually in a roll crusher.

The same system is proposed to be used. Grinding of coal & pet coke will be done in

vertical roller mill. Use of alternate fuel (hazardous & non-hazardous) will also be

considered as per the availability,

o Homogenization of raw meal in a blending silo.

The ground raw meal is conveyed to blending-cum-storage silo(s) by mechanical

conveyors. The variation in the quality of raw meal is reduced by using continuous

blending silo.

o Clinkerization of the raw meal in a rotary kiln with preheater, calciner and Cooler:

In cyclone preheater system, an efficient heat transfer takes place to finally dispersed

raw material particles by counter flow with hot gases and grinded raw meal. The

preheater is multi stage cyclone system connected with gas ducts and meal chutes.

The raw meal is fed into top stage gas duct. The material gets separated from gas in

cyclones and then travels downwards and through meal chute is discharged into next

lower stage gas duct. In this way, material comes into contact with high temperature

gases and gets preheated and partially calcined and then enters the precalcinator.

Firing takes place in the calciner and back end of kiln called burning zone. In the

calciner, calcination takes place by firing of pulverized coal& pet coke and then

material is discharged to the kiln. The feed travels down as the kiln rotates. The

chemical reaction completes when the material reaches the burning zone and

cement clinker is formed.

The clinker is discharged from kiln at around 1000 Deg. C temp. and is cooled in a high

efficiency grate cooler. The cooled clinker is then transported to clinker storage silo by

a set of Deep Bucket Conveyor (DBC).

o Final Grinding, storage and packing of cement:

Clinker will be grinded in Cement Mill. The ground cement is conveyed to cement silos

for storage of different types of cement from where it is extracted and packed in HDPE

bags by electronic rotary packing machines and dispatched to consumers by road

and railway. Mechanized loading system for loading of packed bags on trucks and

wagon is envisaged.

Process Description of Waste Heat Recovery Power Plant

There is a good amount of waste heat available from the expelled gases of Pre-

Heaters (PH) and Air Quenched Coolers (AQC). The energy used in cement plant




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consists of heat energy and electrical energy. About 90% of the energy is used as heat

energy in clinkerization process. In the clinkerization process, a large amount of heat is

consumed for burning limestone at more than 1450 degree C to form clinker. From the

total heat consumed in this process, around 55% is utilized and the rest 45% is

discharged as sensible heat through the exhaust gases of Pre-Heater (PH), AQC,

radiation & sensible heat carried out by clinker.

However, around 10% of the heat, extracted from the PHs& AQCs, is used in drying the

raw material and coal while grinding. The rest 35% is generally emitted to the

atmosphere as waste heat. For reutilization of this waste heat from the exhaust gases

of the PH & AQC, this Waste Heat Recovery System is used to generate the electrical

power. A typical heat flow in cement plants with waste heat recovery system is shown

below:

Considering the above, SCL decided to install one Waste Heat Recovery Boiler (WHRB)

at kiln Pre-heater and one Waste Heat Recovery Boiler (WHRB) at AQC (Mid tap-off) in

each Unit. Steam generated by each unit will be combined and fed to steam turbine

for power generation. In this scheme, Waste Heat Recovery Boiler (WHRB) at Kiln Pre-

heater will be installed. In normal conditions, the flue gas from the top of the Pre-

heater directly goes to bag house but now, the flue gas from the top of the Pre-heater

will go to the WHRB and after that it will enter to Bag house.

Design Basis for WHRB

S.N. Description Unit Kiln-XI

AQC PH

Clinker Capacity Million TPA 4.5

1. Flue gas flow Nm³/Hr 550000 622000

2. Inlet temperature ºC 600 275

3. Specific heat kcal/Nm³c 0.32 0.362

4. Exhaust Gas temperature ºC 110 125




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S.N. Description Unit Kiln-XI

AQC PH

Clinker Capacity Million TPA 4.5

5. Heat Available Crore Kcal/Hr 8.62 3.38

6. Total Heat Available Crore Kcal/Hr 12.00

7. Max. Heat (Low Grade

Energy) available MW 139.6

8. Generation MW 37.5

Equipment Details- Cement Plant

Equipment Selection

A list of equipment and storages capacities are given below. In selecting a particular

type of equipment or storage for the project, among others, the following issues have

been considered:

• Equipment costs

• Energy consumption

• Raw material characteristics

• Sizes in which the equipment is available

• Lead times for particular types of equipment

• Operating experience with various types of equipment

• Ease of operation of equipment

• Product to be manufactured

• Site conditions

• Local skills available

• Environmental issues

PLANT EQUIPMENT SIZING

o Crusher

Capacity – 1450 TPH

o Stacker & Reclaimer

Limestone Stacker – 2 x 1500 TPH

Limestone Reclaimer – 2 x 1500 TPH

Coal and Gypsum stacker – 1500 TPH

Coal Reclaimer – 300 TPH

o Raw Mill (VRM)

Capacity - 800 TPH

o Cement Mill

Phase-I: Capacity - 13000 TPD/ 403000 TPM/ 4.0 Million TPA

Phase-II: Capacity - 13000 TPD/ 403000 TPM/ 4.0 Million TPA




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o Coal & Pet coke Mill

Capacity – 100 / 65 TPH (Coal and Petcoke)

o Kiln & Cooler with 6 stage pre heater

13500 TPD clinker / 418500 TPM clinker/4.5 Million TPA clinker

o Packer

Phase-I: 4 packers each with 16 spouts double discharge type

Phase-II: 4 packers each with 16 spouts double discharge type

o Major Storages

Limestone Stock pile : 2*75000 MT

Iron ore / laterite storage : 15000 MT

Raw meal silo : 20000 MT

Clinker Tank :2*75000 MT

Coal & Petcoke storage : 5000 MT

Pond Ash storage : 2*15000 MT

Gypsum storage : 2*15000 MT

Cement Silo : Phase-I: 2*10000 MT

Phase-II: 2*10000 MT

Fly Ash : 2*5000 MT

(vii) Raw material required along with estimated quantity, likely source, marketing area of

final products, mode of transport of row material and finished product.

Raw material requirement are as follow:

S. No. Name of Raw

Material

Basis Quantity

(Million TPA)

Source Mode of

Transportation

1. Lime Stone 1.5

T/ T of Clinker

6.75 Nimbeti Captive Limestone

mines

Adjacent to the

plant, through

conveyor belts

2. Indian & imported

Coal and Petcoke as

feed stock

0.16

T Coal/ T of Clinker

(0.10 T Petcoke/ T

of Clinker)

0.72 Coal /

0.45 Pet

Coke

Reliance, IOCL, Essar & other

Petrochemical Refineries in

India and imported from USA,

Swiss, Saudi Arabia, South Africa

etc.

Rail and Road

3. Laterite or Lead Zinc

Slag

0.015 T/ T of

Clinker

0.067 Laterite from Bhilwara,

Lead zinc slag from Chittorgarh

(Raj) and other nearby sources.

Rail and Road

4. Gypsum

(Mineral, Synthetic,

Chemical &

Imported)

0.07 T / T of

Cement

0.56 Bikaner, Nagaur (Raj), SCL Units,

Gujarat, other sources & Other

countries (imported Gypsum)

Rail and Road

5. Fly ash 0.35 T/T of

Cement

2.8 STPS, Suratgarh; KTPS Kota;

Chabra and other power plants

and other nearby sources

Road




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(viii) Resources optimization/ recycling and reuse envisaged in the project, if any, should

be briefly outlined.

o No solid waste generation from the cement plant. However, material collected

by the dust collectors (Bag Filters) will be automatically be recycled in the

process.

o STP treated water will be used for plantation and sludge is utilized as manure for

green belt development,

o There will no discharge outside the project premises.

(ix) Availability of water its source, energy /power requirement and source should be

given.

o Water requirement:

Unit Water Consumption (KLD) Source

Clinker Unit 200 Ground water and

Mine Pit Cement Mill (2 Nos) 200

Power Generation 180

Drinking & Domestic 50

Total 630

Permission for withdrawal of ground water for 125 KLD will be obtained from CGWA

and rest of water will be taken from Nimbeti Limestone Mine Pit.

o Power Requirement:

Total power requirement for the plant will be 55.2 MW; which will be sourced from

Existing Captive Thermal Power Plant of Shree Cement ltd situated near the site and

proposed WHRS of 37.5 MW.

Details of power requirement is given below:

Particular

Requirement (MW) Source

Capacity Specific Power

Requirement

Kwh / Tonne

Total Power

Requirement

Clinker Plant 13500 50 28.12 Existing 160 MW Captive

Power Plant of M/s Shree

Cement Ltd. situated near

project site and proposed

WHRS (37.5 MW)

Cement Mill Phase-I:

13000

Phase-II:

13000

25 Phase-I: 13.54

Phase-II: 13.54

Total 55.2




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(x) Quantity of waste to be generated (liquid and solid) and scheme for their

management/disposal

o No waste water discharge.

o No industrial waste generation in operation phase.

o Used oil & grease will be generated from plant machinery/Gear boxes and DG sets

will be sold to the CPCB authorized recycler or burn in the kiln.

o Domestic sewage water will be treated in STP and reused for plantation

o RO reject water will be used for mill spray

4.0 Site Analysis

(i) Connectivity

o Nearest National Highways are NH 65A at 18 km in NW direction NH-14 at 20 km

from site in South direction, and NH-8 at 21km in SE direction. Thus, it has excellent

road connectivity.

o Approximate road distance from city/towns i.e. Beawar is 23.0 km in SE direction

o The nearest railway station is Beawar is 22.0 km in SE direction from the site.

o The nearest airport is at Jodhpur (113 km in West direction)

o The site is well connected with communication facilities like telephone, fax, wireless

and telex and as such, no constraints are envisaged in this aspect.

(ii) Land from Land use and land ownership

Proposed unit will be established in 31.47 ha (77.78 acre) land. The Land breakup is

given below:

S No Section Phase - I Phase-II

Area-52.62 Acre Area-25.16 Acre

1. Plantation (33 %) 26

2. Clinker unit area 5.5 0

3. Clinker Grinding unit area 1.25 1.25

4. Raw material storage area 11 0

5. Raw material unloading area 6.5 0

6. Packing plant 3.5 3.5

7. Green power plant area 2.5 0

8. Road and cemented area 6 1

9. Water harvesting pond 0 2.5

10. Plant building 0.5 0

11. Open area 4.67 2.11

Total Area (2 to 11) 41.42 (21.29 Ha) 10.36 (10.18 Ha)

Grand Total Area 77.78 Acre (31.47 ha)




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(iii) Topography

The topography of the area is hilly consisting of series of hummocks. The maximum and

minimum elevations are 490 m and 375 m respectively resulting in level difference of

115m from general ground level. A detailed analysis of slope in the area has been

carried out. It has been observed that topography of the area is undulating with a

hummock running in the NE-SW direction. The slope of the surrounding area is

gradually decreases towards SW as indicated by the flow of river Lilri River. Two major

seasonal streamlets have been observed in the area – one is SW segment of the

deposit flowing towards the west and another in south-eastern segment flowing

towards east. The genera; drainage is parallel to sub parallel. The drainage in

surrounding area is dendritic in nature and the drainage density ranges from

moderate to poor thus indicating low run-off.

(iv) Existing land use pattern (agriculture, non-agriculture, forest, water bodies (including

area under CRZ)), shortest distances from the periphery of the project to periphery of

the forests, national park, wild life sanctuary, eco sensitive areas, water bodies

(distance from the HFL of the river), CRZ. In case of notified industrial area, a copy of

the Gazette notification should be given.


1. Elevation of Project site 372 m above MSL

2. Nearest Railway Station Beawar at a distance of ~ 21.0 km in SE direction

3. Nearest National

Highway/State Highway

State Highway (SH-39) - ~1.0 km in NE direction

4. Nearest Town / City • Nearest Town & City - Beawar (~23.0 km in SE Direction)

• District Head Quarter- Pali (~100.0 Km in SW direction

5. Nearest Airport Jodhpur Airport at a distance of ~ 113 km in West direction

6. Nearest River Lilri River (Seasonal) - at a distance of ~ 1.0 km in NNW

direction from Project Site

7. Reserved/ Protected Forest

within 10 km radius

o Protected Forest (3.5 km in NNW direction)

o Gopalpura Block PF (5.0 km in SE direction)

o Babra Giri Block RF (6.5 km in SSE direction)

o Salarmal Block PF (8.5 km in SSE direction)

8. Ecological Sensitive Areas No National Park, Biosphere Reserve, Wild Life Sanctuary

falls within 10 km radius the study area.

9. Seismic Zone Zone – II [as per IS 1893 (Part-I): 2002]




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(v) Existing Infrastructure

Proposed cement plant at Capacity (Phase-I: Clinker 4.5 Million TPA, Cement 4.0

Million TPA & Waste Heat Recovery Power Generation 37.5 MWH, and Phase-II:

Cement 4.0 Million TPA) is a Greenfield project.

(vi) Soil Classification

The topsoil is very scanty and if encountered during excavation is being and will be

immediately used for plantation at plantation site to protect the humus content of

the soil.

(vii) Climatic data from secondary sources

The area has generally moderate climate. The temperature variation is from 5 ºC to

49 ºC. The average annual rainfall in the area is 500-600 mm. The relative humidity

varies between - Maximum 99% & Minimum 4%.

(viii) Social Infrastructure available

Nearest city is Beawar. Telephone and medical facilities are available in the nearby

area. Educational Institutions, Technical Institute for skill up-gradation, Dispensary etc.

Almost all the villages in the buffer zone are electrified. Unser the Corporate Social

Responsibilities, village’s development will be undertaken.

5. Planning Brief

(i) Planning Concept (type of industries, facilities, transportation etc.) Town and country

Planning/Development authority classification.

Proposed industry is cement industry (Red Category). Transportation of raw material

and final product will be done via existing road and rail network and cement

concrete road has been developed within the plant premises.

(ii) Population Projection

Total 230 persons (Phase-I: 170 & Phase-II: 60) will be required on permanent basis and

900 persons (Phase-I: 600 & Phase-II: 300) will be required on contractual basis.

(iii) Land use planning

31.47 Ha (77.78 acre) land is available to put up the proposed project.

(iv) Assessment of infrastructure demand (Physical & Social)

SCL has assessed the demand of infrastructure (Physical & Social) in nearby area of

the plant which is developed under corporate social responsibilities programs.




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(v) Amenities/Facilities

SCL has developed the Amenities/Facilities in nearby area of the plant as per

requirement of local people of the nearby area under corporate social responsibilities

programs.

6.0 Proposed Infrastructure

(i) Industrial Area (processing area)

31.47 Ha (77.78 acre) land is available to put up the proposed project.

(ii) Residential Area (Non-processing area)

Common colony of adjacent Shree Cement limited accommodate the proposed

plant and mine employees. Colony is situated near Village Bagatpura, which is about

2.0 km from the proposed plant site. The total area of colony will be 40 ha.

(iii) Green Belt

Out of the total project area, approx. 33% (i.e. 10.38 ha) area will be covered under

green belt development / plantation.

(iv) Social Infrastructure

Proposed project will result in growth of the surrounding areas by increased direct and

indirect employment opportunities in the region including ancillary development and

supporting infrastructure. The installation of proposed plant will lead to the

development of certain local ancillary facilities and consequent employment

opportunities. Further the proposed unit will also lead to the enhancement of existing

market, trade centers, activities etc.

In addition to the above, SCL has a track record of engaging the local communities

and extending several social services to the nearby villages.

(v) Connectivity

o Nearest National Highways are NH 65A at 18 km in NW direction NH-14 at 20 km from

site in South direction, and NH-8 at 21km in SE direction. Thus, it has excellent road

connectivity.

o Approximate road distance from city/towns i.e. Beawar is 23.0 km in SE direction

o The nearest railway station is Beawar is 22.0 km in SE direction from the site.

o The nearest airport is at Jodhpur (113 km in West direction)

o The site is well connected with communication facilities like telephone, fax, wireless

and telex and as such, no constraints are envisaged in this aspect.




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(vi) Drinking Water

Drinking water will be sourced from ground water which will be treated in RO unit. The

RO reject water reused in dust suppression.

(vii) Sewerage system

The domestic effluent will be treated in Sewage Treatment Plant and treated water will

be used for planation.

Process flow diagram of STP plant

Quality of STP Treated water

Parameters Quality of Raw

Sewage

Quality of Treated

Sewage

pH 6.0 to 8.0 6.5 to 9.0

BOD 300 ppm 30 ppm

TSS 300 ppm 100 ppm

Faecal Coliform (NPN per 100 ml) <1000 <1000

Process description of STP plant

Bar screen chamber followed by collection cum equalization tank followed by

Fluidized Aerobic Bed Reactors provided with coarse air bubble diffusion system

followed by Tube Settler Tank. The clear supernatant after disinfecting by chlorination

will be passed through dual filter & activated Carbon filter and will be collected in the

treated water tank. The sludge generated from the FAB will be passed through sludge

digester and dried in filter process and will be will be used as manure. The treated

water will be used for plantation activities.




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(viii) Industrial Waste management

No industrial waste water will be generated from cement plant. However, waste water

generated from RO unit will be used for mill spray.

(ix) Solid waste management

No solid waste generation from the proposed Unit. However, dust collected by the dust

collectors (Bag Filters) automatically recycled in the process.

(x) Power requirement and source:

Total power requirement for the plant will be 55.2 MW, which will be sourced from

Captive Power Plant of Shree Cement ltd situated near the site and proposed WHRS.

7.0 Rehabilitation and Resettlement (R & R) Plan

(i) Policy to be adopted (Central/State) in respect of the project affected persons

including home oustees, land oustees and landless laborer (brief outline to be given)

Not Applicable

8.0 Project Schedule & Cost Estimates

(i) Likely date of start of construction and likely date of completion (time schedule for the

project to be given)

The proposed commissioning work of proposed Unit would be completed in 18 to 24

months.

(ii) Estimated project cost

The total investment for the proposed clinker unit, cement units and WHRS would be

approximately Rs.1310 crores. The estimated Investment Cost for the project has been

based on the requirement of fixed and non-fixed assets. The details of total investment

are shown in the table below:

S. No. Description Total cost, (Rs. In Crores)

1. Land & site development 50

2. Buildings & infrastructures 200

3. Plant and Machineries 900

4. Waste Heat Recovery Power Plant (37.5 MW) 160

Total project cost 1310

9.0 Analysis of proposal

(i) Financial and Social Benefits with special emphasis on the benefit to the local people

including tribal, population, if any in the area

The Govt. will get revenues in terms of taxes, local people will get opportunity in terms

of direct and indirect employment, business opportunity like transport of Cement to

the market, fly ash transport, in short nearby people will get opportunity to improve

their livelihood.




Pre-Feasibility

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10.0 ENVIRONMENTAL MANAGEMENT PLAN

10.1 Air Pollution Control

Particulate emission from various stacks and material transfer points is the main

pollutant from the cement plants. Adequate preventive measures to keep the

pollution level of particulate emission to less than 30 mg/Nm3 are provided.

Measures taken for control of fugitive emission include: -

o Water spray system at Limestone crushing section

o Water sprinkling system at Limestone pre-blending (reclaiming)

o Bag filters at all material transfer points

o Concreting roads and sweeping by vacuum machine

o Covered unloading hoppers

o Silo for clinker, cement and fly ash storage

o Covered shed for storage of gypsum

o Covered storage for pet coke and coal

o Covered storage for laterite& iron ore.

Details of Air Pollution Control Measures (Major Stacks)

Stack Emission (Stack Emission: 30 mg/Nm3)

S. No. Stack attached to Flow m3/hr Temp. deg C

Proposed

Stack height,

m

Stack Dia

(m)

1. Raw Mill & Kiln Bag

House 1510000 340 176.5 5.6

2. Coal Mill Bag House 214000 120 60 1.6

3. Clinker Cooler ESP 1340000 275 60 4.3

4. Cement Mill

Bag House (Phase-I) 400000 100 50 4

5. Cement Mill

Bag House(Phase-II) 400000 100 50 4

Bag dust collectors for control of fugitive emission

S. No. Application Material Quantity

(Nos.)

Capacity

(m³/hr)

Inlet

Dust

Load

(g/m³)

Outlet

Dust

Load

(g/m³)

Temp.

°C

A Pyro section

a Bag House & ESP

1. Raw mill Bag

House Clinker dust 1 1510000 80 ≤10 240

2. Clinker Cooler ESP Clinker dust 1 1340000 20 <20 275




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3. Coal Mill Bag

House Coal Dust 1 214000 300 <25 120

Sub Total (a) 3

B Bag filters for plant

1. At primary crusher Limestone 1 90000 50 ≤25 50

2. At Secondary

crusher Limestone 1 50000 50 ≤25 50

3. At Vibrating

screen Limestone 1 30000 50 ≤25 50

4. At Transfer towers Limestone 2 10000 50 ≤25 50

5. At reject hopper Limestone 1 7500 50 ≤25 50


7. Above Raw mill

hopper Limestone 1 25000 50 ≤25 50

8. Additive dump

hopper Additive 1 20000 50 ≤25 50

9. Additive transfer

tower Additive 3 6500 50 ≤25 50

10. Above Raw mill

hopper Additive 1 10000 50 ≤25 50

11. Raw mill grinding

weigh feeder Limestone 1 15000 50 ≤25 50


13. At reject handling Raw meal 1 15000 50 ≤25 100

14. At reject Bin Raw meal 1 16500 50 ≤25 100

15. Raw meal

transport Raw meal 1 10000 50 ≤25 100

16. Raw meal Silo top Raw meal 1 20000 50 ≤25 100

17. Silo bottom Raw meal 1 20000 50 ≤25 100

18. Kiln feed bin

transport Raw meal 1 15000 50 ≤25 100

19. PH top Raw meal 1 15000 50 ≤25 50

20. Coal dump

hopper Coal 1 20000 50 ≤25 50

21. Coal transfer

towers Coal 4 7500 50 ≤25 50

22. Coal mill hopper Coal 1 15000 50 ≤25 50

23. Fine coal bin Coal 1 7500 50 ≤25 50

24. Clinker tank top Clinker 2 50000 50 ≤25 175

25. Clinker extraction

belts Tail Clinker 6 10000 50 ≤25 150

26. Clinker extraction

belts head Clinker 6 15000 50 ≤25 150




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27.

Clinker Hopper

Tunnel & hopper

top

Clinker 2 20000 50 ≤25 150

28. Clinker

transportation Clinker 2 10000 50 ≤25 150

29. Clinker loading

hopper Clinker 4 25000 50 ≤25 150

30. For clinker truck

loading spout Clinker 4 5000 50 ≤25 150

Subtotal Pyro (b) 56

B Grinding section (For 1 Grinding Unit)

a Bag House

Cement mill Bag House Cement

Dust 1 1030750 375 <20 100

b Bag filters for plant

31. Gypsum dump hopper Gypsum 1 20000 30 <25 50

32. Gypsum transport Gypsum 4 7500 30 <25 50

33. Gypsum Hopper top Gypsum 1 15000 30 <25 50

34. Fly ash dump hopper Fly ash 2 50000 30 <25 50

35. Fly ash transport Fly ash 2 7500 30 <25 50

36. Fly ash Silo top Fly ash 1 15000 30 <25 50

37. Fly ash Silo extraction Fly ash 1 7500 30 <25 50

38. Cement grinding weigh

feeders Clinker 1 20000 100 <25 100

39. Reject building top Clinker 1 15000 30 <25 120

40. Reject building Clinker 1 7500 30 <25 120

41. Product transport Cement

Dust 2 10000 30 <25 120

42. Cement silo top (OPC) Cement

Dust 1 10000 30 <25 100

43. Cement silo top (PPC) Cement

Dust 1 15000 30 <25 100

44. Silo extraction Cement

Dust 1 10000 30 <25 100

45. Packing plant dedusting Cement

Dust 4 40000 50 <25 100


Dust 4 20000 30 <25 100


Dust 4 10000 30 <25 100

48. Cement Bulker loading Cement

Dust 1 5000 30 <25 100

Sub Total Grinding (b) 33




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MAJOR EQUIPMENT & STORAGE CAPACITY

S. No. Section Unit Bangur Cement Unit

1 Pyro section

1.1 Lime Stone Crushing system TPH 1450

1.2 Lime Stone Stacker TPH 2 x 1500

1.3 Lime Stone Reclaimer TPH 2 x 1500

1.4 RM Hopper (RCC) (02 No's) MT 1300

1.5 Additive hopper RCC (02 No's) MT 450

1.6 Raw Mill Model MVR-6000

1.7 Raw Meal Silo MT 20000

1.8 RABH m3/hr 1510000

1.9 Coal Mill Tph 28

1.10 Coal Mill Bag House m3/hr 214000

1.11 Raw Coal Hoppers (02 No's) MT 200

1.12 Fine coal storage bin x 2 Nos MT 150

1.13 Preheater Tripple string Model PH

9575

1.14 Kiln Dia 5.4/ 5 mtr, 76 Mtr Long

1.15 Cooler Grate cooler 154 M2

1.16 DPC (02 No's) TPH 550

1.17 Clinker tank (02 No's) MT 2 X 75000

2 Grinding unit (For Single Grinding Unit)

2.1 Cement Mill MVR 6000 C6

2.2 Bag house m3/hr 1030750

2.3 CEMENT MILL FEED HOPPERS

a Clinker hopper 500 MT x 02 No

b Gypsum hopper 425 MT x 01 No

c Pond ash hopper 400 MT x 01 No

2.4 Fly ash Handling System

a Fly Ash Silo MT 5000

b Fly Ash Unloader (100 MT) No. 2

c Gypsum Unloader (100 MT) No. 1

2.5 Gypsum Stacking Tripper belt conv.

2.6 Gypsum reclaiming Through Pay Loader

2.7 Additive Handling

a additive Unloader (100 MT) No. 1

2.8 Pond Ash

a Pond Ash Unloader (100 MT) No. 2

b Pond Ash Stacking Tripper belt conv.

c Pond Ash reclaiming Through Pay Loader




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2.9 Coal handling

a Coal Unloader (100 MT) No. 1

b Coal Stacker & Reclaimer

TPH Tripper belt conv.

Through Pay Loader

2.10 Cement silo No.

a OPC silo (10000 MT) No. 1

b PPC silo (10000 MT) No. 1

2.11 Packing plant (16 Spout) No. 4

2.12 Truck loader No. 16

3 Storage Capacity

1 LS Stock Pile MT 2 X 75000

2 Additive MT 14000

3 Pond ash MT 15000

4 Gypsum MT 15000

5 Coal MT 5000

10.2 Solid Waste Management

o No solid waste generation in cement manufacturing process.

o 100% recycling of dust collected from air pollution control equipment.

o STP sludge will be used as manure for green belt development

10.3 Waste Water Management

o No waste water will be generated from Cement Plant as dry process technology will

be used for cement manufacturing.

o Domestic waste water will be treated in STP and treated water is used for plantation.

Quantity would be 35 KLD.

o RO reject water will be used for dust suppression. Quantity would be 81 KLD.

10.4 Noise Pollution Control

As per CPCB norms (Day time - 75 dB(A) & Night time - 70 dB(A)) of noise level for

industry area, noise level will be maintained less than 85 dB (A) in the plant area and

less than 70 dB (A) at the plant boundary, the following measures will be taken: -

Following management plan will be implemented:

o Proper maintenance and lubrication of plant machineries.

o Plantation all around plant premises.

o Installation of compressors in closed building.

o PPEs are being/will be provided to workers.

o Regular monitoring will be carried out and corrective measures will be taken.




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10.5 Hazardous Waste Management

To conserve natural raw material, it is proposed to utilize the following hazardous

wastes:

o Paint Sludge

o Automobile ETP Sludge

o Phosphate Sludge

o CETP Sludge etc.

o Used oil, other Hazardous Waste for co-processing. In addition any other waste

available will be co-processed in the kiln.

25 KL per annum used oil will be generated, which will be sold to CPCB authorized

recycler / burn in the kiln.

10.6 Green Belt Development

Out of the total project area, approx. 33% (i.e. 10.38 ha) area will be covered under

green belt development / plantation.

10.7 Socio Economics Measures

Shree Cement is committed to contribute in the development of basic needs of the

local area like education, Health & family welfare, women empowerment, Natural

resource management, water conservation, roads etc. For socio-economic

development of the nearby village, we have “Shree Rural Development society” to

survey the basic infrastructure needs of the villagers like education, medical, drinking

water for human beings and animal, roads, plantation and rain water harvesting etc.

and accordingly financial assistance is being / will be provided by the company to

the local authority.

CONCLUSION

Proposed project will result in growth of the surrounding areas by increased direct

and indirect employment opportunities in the region including ancillary development

and supporting infrastructure. Special emphasis on Financial and Social benefits will

be given to the local people including tribal population, if any in the area.

Development of social amenities will be in the form of medical facilities, education to

underprivileged and creation of self-help groups.

No adverse effect on environment is envisaged as proper mitigation measure will be

taken up for the same.

Annexure -1

S. No. Khasra No. Area (in bigha)

1 1783 9.35

2 1784 0.15

3 1785 60.45

4 1786 0.15

5 1787 8.45

6 1788 35.10

7 1789 2.85

8 1790 5.45

9 1797/1 9.60

TOTAL 131.55

TOTAL 21.29

S. No. Khasra No. Area (in bigha)

1 1774/1 1.05

2 1774/2 0.90

3 1774/3 0.40

4 1774/4 1.35

5 1775/1 0.15

6 1775/2 3.50

7 1775/3 1.75

8 1775/4 0.40

9 1776/1 3.10

10 1776/2 8.25

11 1776/3 19.20

12 1779/2 0.85

11 1779/3 0.30

12 1779/4 0.20

12 1782/1 0.50

13 1782/2 21.00

Total 62.90

Total 10.18

Total 25.16

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