Pre-Feasibility Report - Welcome to Environmentenvironmentclearance.nic.in/writereaddata/Online/TOR/0_0... · 2015-01-24 · Pre-Feasibility Report 1 Pre-Feasibility Report 1.0 EXECUTIVE

Expansion of Integrated Cement Plant, near Village – Ras, Tehsil – Jaitaran, District – Pali, Rajasthan byM/s Shree Cement Ltd

Pre-FeasibilityReport

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Pre-Feasibility Report

1.0 EXECUTIVE SUMMARYShree Cement Ltd. is proposing expansion of existing integrated cement plantcapacity, Clinker from 11.2 to 15.0 Million TPA, Cement 8.8 to 13.2 Million TPA,WHRS from 65 to 80 MW, CPP 180 MW, Synthetic Gypsum 1560 TPD & DG Sets from1000 to 2000 KVA, located near Village Ras, Pali (Rajasthan).EXISTING AND PROPOSED CAPACITIES:-

S.N Product Name of Unit Existing ECGrantedCapacity

AdditionalCapacity

TotalCapacity1 Clinker Units

(Million TPA)Unit-III toUnit-VIII 6 Units X 1.2 = 7.2 Nil 7.22 Clinker Unit

(Million TPA)Ras NewCement Unit(Unit-IX) 1.6 0.4(Under EC) 2.6

2.0(Under EC) 0.6(furtherexpansion)3 Clinker Unit(Million TPA)

Unit-X 1.6 0.4(Under EC) 2.6

2.0(Under EC) 0.6(furtherexpansion)4 Clinker Units(Million TPA)

Unit-XI New unit 2.6 2.6

5 Cement Mill(Ball Mill withRP)(Million TPA)

Unit-III & IV 2 Units X 2.2 = 4.4 Nil 4.4

6 Cement Mill(VRM + BallMill)(Million TPA)

Ras NewCement Unit 4.4 Nil 4.4

7 Cement Mill(VRM + BallMill)(Million TPA)

Cement Unit 4.4 Nil 4.4



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8 Thermal PowerGeneration(MW)

ThermalPowerGeneration 180 Nil 180

9 Waste HeatRecovery PowerGeneration(MW)

Waste heatrecoveryPowerGeneration68 22 80

10 SyntheticGypsum (TPD)

SyntheticGypsum(TPD)

1560 Nil 1560

11 DG Sets (KVA) DG Sets(KVA)

1000 1000 2000

1.1 SALIENT FEATURES OF THE PROJECT

S.No.

PARTICULARS DETAILS

1. LocationVillage RasTehsil JaitaranDistrict PaliState Rajasthan2 Latitude &Longitude of Plant

260 15’ 37” to 260 16’ 34” N74°11’ 06” to 74°11’ 49” EToposheet No. 45 J/33. Project DetailsCapital Cost of theproject Rs. 755 crore

Cost forEnvironmentalProtection measures Capital Recurring Rs. 30 CroresRs. 0.3 Crores

4. Project RequirementPlant Area, nearvillage Ras-Bhimgarh Total Plant Area 187.5 haAdditionalAvailable Area 116.7 haTotal Area 304.2 ha



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S.No.

PARTICULARS DETAILS

Green Area 63.8 ha (34 % of total plant area)Additional green beltGreen area to bedeveloped 38.5 haResidential Colonynear villageBagatpura Total Area 40 haGreen area 20 haWater Requirement(KLD) Water requirement for plant & colony is as under:

Existing Proposed Total WaterRequired

2750 600 3350

Source: Ground WaterPower Requirement(MW) S. No. PowerConsumption

CementPlant

Colony Total

1. Existing &alreadyproposedConsumption 107.4 0.2 107.62. AdditionalproposedConsumption 30.7 Nil 30.73. Total Power

consumption138.1 0.2 138.3

(Source : Captive Power Plant and Waste heat recoverypower plant)ManpowerRequirement No additional manpower will required

5. ClimatologyA. Temperature 5 ºC to 49 ºCB. Relative Humidity 4 to 99 %C. Wind Speed 0.1 to 25 m/secD. Dominant WindDirection Towards NNWC. Rain Fall 500-600 mm per annual

6. Project Site Vicinity Details



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S.No.

PARTICULARS DETAILS

Nearest RailwayStation Beawar at a distance of ~ 21.0 km in SE directionNearest NationalHighway/StateHighway NH – 14 at a distance of ~ 19.4 Km in SE directionState Highway-1.6 Km in NE directionNearest Town / City Nearest Town- Ras at a distance of ~ 3.0 Km in N Direction.

Nearest City- Beawar at a distance of ~ 21.0 Km in SEDirection. District Head Quarter- Pali at a distance of ~ 102.0 Km in SWdirection.Nearest Airport Jodhpur Airport at a distance of ~ 113 km in W directionNearest River Lilri River (Seasonal) - at a distance of ~ 0.15 Km in WNWdirection from ML boundary Sukri River at a distance of ~ 6.2 Km in SSW direction fromML boundaryReserved/ ProtectedForest within 10 kmradius List of Reserved and Protected Forests (Open mixed jungle& Scrub type)

S.No.

Name Distance fromProject Site (inKm.)

Direction fromBoundary of Project Site

1. RF ~4.25 SE2. PF ~8.9 W3. PF ~9.6 NWEcological SensitiveAreas No National Park, Biosphere Reserve, Wild Life Sanctuary fallswithin 10 km radius the study area.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 proponentShree Cement Ltd. is proposing expansion of existing integrated cement plantcapacity, Clinker from 11.2 to 15.0 Million TPA, Cement 8.8 to 13.2 Million TPA,WHRS from 65 to 80 MW, CPP 180 MW, Synthetic Gypsum 1560 TPD & DG Setsfrom 1000 to 2000 KVA, located near Village Ras, Pali (Rajasthan).Project

Proponent



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Shree Cement Limited (SCL) is an energy conscious and environment friendlysustainable business organization. SCL started its journey in the year 1979 and istoday, among India's leading cement manufacturing companies. Having witnessedan exponential growth in the last three decades, our endeavor continues to expandour capacity in the cement and power sector. Currently, our cement productioncapacity stands at 17.5 million MT comprising two cement plants located at BangurNagar, Beawar, eight cement plants at Bangur City, Ras, Dist. Pali and five GrindingUnits at Khushkhera, Suratgarh, Jobner in Rajasthan Laksar in Uttrakhand andAurangabad in Bihar.Shree is self - reliant in meeting its power requirements. The Thermal Power Plantscapacity of the Company is 597 (including 81 MW Waste Heat Recovery GreenPower Capacity which is the largest capacity of Green Power in the entire worldcement industry excluding China).Cement manufacturing facilitiesThe Company has its manufacturing operations at Beawar and Ras in Ajmer andPali district in Rajasthan. It has split grinding units at four locations viz.Khushkhera, Suratgarh, Jobner in Rajasthan, Roorkee in Uttarakhand andAurangabad in Bihar taking the total cement capacity of the Company to 17.5MTPA.Power generation facilitiesTotal Thermal Power Plants Capacity of the Company is 597 (including 81 MWWaste Heat Recovery Green Power Capacity which is the largest capacity of GreenPower in the entire world cement industry excluding China). The power generatedfrom these plants is primarily utilized for consumption in its own cement plants aswell as to sell to the outside parties.ProductsThe Company's pursues multi-brand portfolio strategy which consists of threebrands viz Shree Ultra Jung Rodhak, Bangur Cement and RockstrongCement.TheCompany currently has the highest market share in Rajasthan, Delhi and Haryanaand distinguished positions at the top in Punjab, West Uttar Pradesh andUttarakhand.Corporate Sustainability



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At Shree Cement Limited (SCL) Sustainability is an integral part of our business andforms the core of our future growth strategy. We have always envisioned a growthwhich is inclusive and aims at Total Prosperity of all the stakeholders. We haveinculcated sustainability as business culture and all our efforts attempt to focusupon fostering innovation, ensuring prosperity, creating happiness and buildingtrust in people.Sustainability leads us to the enhancement of corporate value through innovationand sound business practices. This approach has helped us to proactively addresschallenges to our growth. Integration of sustainability in our day to day businessactivities helps us in identifying, analyzing, implementing control measures and inmitigating the multiple risks that we, our industry, our country and our planetfaces. Sustainable business practices endorse optimal utilization of resources whichenhances stakeholders’ value.Service towards the communityWe believe that a company's prosperity is linked with that of its neighboringcommunities. We touch the lives of the communities that surround our operationseither on our own or in partnership with government bodies and the community atlarge. Empowering communities and working towards making a meaningfuldifference to them is an approach that is deeply engrained in our business. Thevision is to become a catalyst of positive change in society.Our approach towards development of the local community has been focused onthe below five priority areas: Healthcare Education Infrastructure development Livelihood generation Women empowerment

Recognitions

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 inits operations.



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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 thehighest 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.

Awards

2014-15 H.M. Bangur, MD, Winner of Best CEO (Mid-sized Companies -Cement) byBusiness Today. 2014-15 Skoch Group Platinum Award for creating value for stakeholders. 2014-15 Fastest Growing Company Award 2014 hosted by Business Rankers Group 2014-15 State Level BhamashahaSamman 2014 by Government of Rajasthan 2013-14 International CSR Excellence Award 2014 for CSR engagement by TheCrystalLondon 2013-14 Green Company Gold rating by CII-GBC, Hyderabad 2013-14 Best Sustainability Performance Award by World CSR Congress 2013-14 Dream company to work for " Award in the infrastructure sector byWorld HRD 2013-14 CII-ITC sustainability award Commendation Certificate for SignificantAchievement 2013-14 NCCBM Award for Second Best Quality Excellence for the year 2012-13 2013-14 NCCBM Award for Second Best Quality Excellence for the year 2011-12 2013-14 Best HR strategy in Line with Business by World HRD congress 2012-13 International Green Hero by The Green Organization, London 2012-13 Golden Peacock Business Excellence Award for the year 2013 2012-13 State Level Productivity Excellence Award 2012- 13 Best Corporate Social Responsibility Practice Award by BSE 2012-13 Global HR Excellence award for organization with Innovative HR practicesat World HRD congress



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2012- 13 Global HR Excellence award for HR research of the year at World HRDcongress 2012-13 Mother Teresa Corporate Citizen Award by Loyola Institute of BusinessAdministration, Chennai 2012-13 NirmataRajyaMitra Award by the Department of Taxation for the year2011-12 2012-13 International Green Apple award 2012-13 DainikBhaskar Green Idol award 2012-13 Skoch Digital inclusion award 2012 2012-13 Financial Express – Emergent Venture India Green Business LeaderAward, 2011-12

(ii) Brief description of nature of the projectShree Cement Ltd. is proposing expansion of existing integrated cement plantcapacity, Clinker from 11.2 to 15.0 Million TPA, Cement 8.8 to 13.2 Million TPA,WHRS from 65 to 80 MW, CPP 180 MW, Synthetic Gypsum 1560 TPD & DG Setsfrom 1000 to 2000 KVA, located near Village Ras, Pali (Rajasthan).As per EIA Notification dated 14th Sep, 2006 as amended on 1st December 2009,the project falls under Category “A”.(iii) Need for the project and its importance to the country and or region.With respect to the importance of the project to the nation, it can be well said thatin a developing nation like India, cement is essential for infrastructuredevelopment. Thus, keeping in mind this requirement, mining of limestone isessential for the nation’s growth.To meet the demand and supply of cement at the national, regional and state level,Shree Cement Ltd. is proposing expansion of existing integrated cement plantcapacity, Clinker from 11.2 to 15.0 Million TPA, Cement 8.8 to 13.2 Million TPA,WHRS from 65 to 80 MW, CPP 180 MW, Synthetic Gypsum 1560 TPD & DG Setsfrom 1000 to 2000 KVA, located near Village Ras, Pali (Rajasthan).The Cementdemand has grown at ~6% CAGR in the last four years (FY10‐14), the slowest pacein past two decades for four consecutive years. It is believed that the growth hasbottomed out in FY14 with the demand growth being the lowest since FY02, even



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below the GDP growth. This is attributed to sluggish housing activity; steep cut ingovernment’s spending on infrastructure and weak investment cycle.

It is expected the trend to reverse on the back of stable and decisive government atthe centre. However, the growth momentum has picked up in current financial yearand it is expected that growth momentum to pick up strongly in H2FY15/Q1FY16on the back of revival in sentiment. Hence, we expect All‐India cement consumptionto grow 8.0% and 9.0% in FY15 and FY16, respectively resulting into an improvedcapacity utilisation.Utilisation rates to improve to highest levels in FY16 since FY11The sizable capacity additions in the last five years coupled with weak demand hasresulted in a lower capacity utilisation of ~75% in FY14, the lowest levels sinceFY1990. The capacity utilisation levels started falling from FY11, wherein effectivecapacity grew by 19% against demand growth of ~6%. Effective capacity duringFY10‐14 grew 9.6%, around ~1.6x the growth in demand.Though overcapacity and slow demand growth would continue to be a dampener inthe near term, it is believed that, pressure would ease with improved demand andslowing pace of capacity addition. Consumption is expected to grow at a 2‐yearCAGR (FY14‐16) of 7.5%, higher than 5.3% growth in effective capacity addition.This would result in improvement in Capacity Utilization in FY 16.

99 108 114 123136

149164

178201

213230

243 254274

299

9.78.7

5.8

8.1

10.1 10.2 9.8

8.4

12.8

6.2

8.1

5.64.5

8.09.0

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

80

110

140

170

200

230

260

290

320

Cement consumption-LHS (m tonne) % Growth (RHS)



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(iv) Demand – Supply GapNorth has seen a consistent demand growth due to relatively better housing andinfrastructure demand. Demand is expected to grow around 8% in FY14, wayahead of all‐ India average of 4.5%. It is expected for the strong outlook for region’sdemand, underpinned by big ticket infrastructure projects like dedicated freightcorridor, metro rail projects, etc.Demand‐supply dynamics in Northern regionIn m tonnes FY0

7FY08

FY09

FY10

FY11

FY12

FY13

FY14

FY15E

FY16EYear end Nameplate capacity 32.2 45.9 46.8 52.6 65.5 67.2 71.6 75.7 80.5 83.4Capacityaddition 3.1 13.7 0.9 5.8 13 1.7 4.4 4 4.9 2.9Effectivecapacity forthe year 30.8 36.8 46.4 49.6 63.1 66.1 69.1 73.1 76.4 80.7Cementproduction 32.1 36.5 41.2 47.1 50 54.5 58.2 62.8 66.8 72.7Region'sconsumption 29.9 33.5 35.1 38.6 39.8 43.5 46.3 49.9 54.9 61.48% Growth 10.4 12.2 4.8 9.9 3.1 9.4 6.5 7.8 10 12Netinter‐regionaloutflow /(inflow) 2.2 2.9 6 8.4 10.2 11 11.9 12.9 13.2 14.3

Surplus /(Deficit) -1.2 0.3 5.3 2.6 13.1 11.5 10.9 10.3 8.3 5.02Capacityutilization (%) 104.2 99.2 88.7 94.8 79.2 82.5 84.2 85.9 87.4 90



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Industry added 4m tonnes of capacity in the region during FY14. This included2.3m tonnes of addition from Lafarge in Rajasthan, its only addition apart fromEastern region.Expected Capacity addtion is North India is mentioed below:

(v) Imports vs. Indigenous productionImports are not feasible as there is no proximity to ports.(vi) Export PossibilityIt is expected that in the near future, export of cement does not seem to be viable.(vii) Domestic/Export MarketDemand in target MarketCement market for the proposed expansion would be mainly Rajasthan, Delhi andGujarat. This market has been identified keeping in mind the economictransportation system distance and location of other supplying clusters and existingsupply from others plants of SCL.(vii) Employment Generation (Direct and Indirect) due to the project sourcingNo additional manpower will be required for the proposed expansion. Existingmanpower is as given below:

Staff Labour Staff &LabourTotalCement Plant &

Power PlantCement Plant &

Power PlantMines

1293 3513 450 5256



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3.0 PROJECT DESCRIPTION

(i) Type of Project including interlinked and independent projects if anyShree Cement Ltd. is proposing expansion of existing integrated cement plant,capacity Clinker from 11.2 to 15.0 Million TPA, Cement 8.8 to 13.2 Million TPA,WHRS from 65 to 80 MW, CPP 180 MW, Synthetic Gypsum 1560 TPD & DG Sets from1000 to 2000 KVA, located near Village Ras, Pali (Rajasthan).Interlinked Project:25.3 Million TPA Captive Limestone Mining (750.0 ha) near village Nimbeti &Jawangarh, Tehsil: Jaitaran, District Pali(Rajasthan).(ii) Location (map showing general location, specific location, and project

boundary & project site layout) with coordinates



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Key Plan

Expansion of Integrated Cement Plant, near Village – Ras, Tehsil – Jaitaran, District – Pali, Rajasthan byM/s Shree Cement Ltd. Pre-Feasibility

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(iii) 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 proposedexpansion is in the premises of exiting plant.(iv) Size or magnitude of operationShree Cement Ltd. is proposing expansion of existing integrated cement plant,capacity Clinker from 11.2 to 15.0 Million TPA, Cement 8.8 to 13.2 Million TPA,WHRS from 65 to 80 MW, CPP 180 MW, Synthetic Gypsum 1560 TPD & DG Setsfrom 1000 to 2000 KVA, located near Village Ras, Pali (Rajasthan). The processincludes basic raw material requirement, sizing of equipment, utilities andservices, infrastructure facilities and sources of waste generation, their quantity,treatment and safe disposal of the waste.(V)-1 Project description with process details

Justification of the Proposed Expansion of Unit-IX and X

The major activities carried out by critical assessment of equipment to shortfall areasin view of plant capacity up gradation of each unit of Unit-IX and X from 2.0 MTPA to2.6 MTPA are as given below:S.

No.Required modifications

in existing 2.0 MillionTPA each Clinker unit.

Proposed clinkerproduction @ 2.6 MillionTPA Clinker by each unit

Remark

1 Increase of Kiln inlet riserarea from 7.03 m2 to 7.88m2 (52.42%) Expected increase in clinkerproduction capacity by 1.1MTPA.(Increase of each kilncapacity from 5000 TPD to7500 TPD)

Increase in kiln main firing frompresent 30 % to about 40% withmaintaining kiln inlet air velocitybetween 17-19 mps2 Installation of tripletcyclone at pre-heater topstage in both string Reduction in pressure drop across PHto create margin in PH fan.3 Enlargement of clinkercooler area from 110 m2to 135 m2

Maintaining 55-57 TPD/m2 clinkercooler loading.


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4 Removal of Dust SettlingChamber Gain in clinker production Reduction in pressure drop across PHto create margin in PH fan.5 Increase of Kiln effectivevolume by decreasingrefractory thickness from250 mm to 200 mm.

Gain in clinker production Increase of Kiln effective volume from897 m3 to 942 m3

6 Installation of additionalchamber for Reverse airBag House (RABH) Additional chamber will beadded. To achieving PM emission level below50 mg/Nm3

7 Cooler ESP Suitable for up-gradedcapacity. WHRS has been torecirculate maximum hotgases.Suitable for 2.6 MTPA capacities.Hence, it is not required anymodification.

8 Kiln Speed (4.5 rpm) Increase kiln speed from 4.5-5.3 rpm Design at 5.5 rpmProcess Description of New clinker unit (Unit-XI) and cement unit:The dry process essentially consists of the following unit operation steps: Crushing of limestone at the mine site. Preblending of crushed limestone by Stacker &Reclaimer. Grinding-cum- Drying of Raw Materials and Coal/Petcoke in VRM Homogenization of raw meal in a blending silo. Clinkerisation of the raw meal in a rotary kiln with preheater,calciner andCooler. Finish Grinding, storage and packing of cement


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Various operations of dry process plant are detailed as follows:Crushing of Limestone at the Mine SiteThe ROM Limestone is fed to crusher Wobler where +90 mm part is fed intocrusher, where it is crushed to -90 mm size. The -90 mm size from crusherWoblerconveyed for stacking & reclaiming (pre-blending).Preblending of crushed limestone by Stacker &ReclaimerThe ROM limestone stacked through stacker and reclaimed by reclaimer.Grinding-cum- Drying of Raw Materials and Coal/Petcoke in VRMReclaimed limestone with corrective materials (sand, clay, laterite etc.) fed in VRMfor 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 rollcrusher. The same system is proposed to be used. Grinding of coal is done either inair swept ball mill or in vertical roller mill. Because of saving in energy and betterdrying capacity VRM is proposed for use. Use of alternate fuel (hazarous&nonhazardous) will also be considered,Homogenization of raw meal in a blending silo.The ground raw meal is conveyed to blending-cum-storage silo(s) by mechanicalconveyors. The variation in the quality of raw meal is reduced by using continuousblending silo.Clinkerization of the raw meal in a rotary kiln with preheater, calciner andCooler:In cyclone preheater system, an efficient heat transfer takes place to finallydispersed raw material particles by counter flow with hot gases and grinded rawmeal.The preheater is multi stage cyclone system connected with gas ducts andmeal chutes. The raw meal is fed into top stage gas duct. The material getsseparated from gas in cyclones and then travels downwards and through mealchute is discharged into next lower stage gas duct. In this way, material comes intocontact with high temperature gases and gets preheated and partially calcined andthen enters the precalcinator.


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Firing takes place in the calciner and back end of kiln called burning zone. In thecalciner, calcination takes place by firing of pulverized coal and then material isdischarged to the kiln. The feed travels down as the kiln rotates. The chemicalreaction completes when the material reaches the burning zone and cementclinker is formed.The clinker is discharged from kiln at around 1000 Deg. C temp. and is cooled in ahigh efficiency grate cooler. The cooled clinker is then transported to clinkerstorage silo by a set of Deep Bucket Conveyor (DBC).Final Grinding, storage and packing of cement:Similarly of the raw material grinding system, the grinding of clinker into cementis based on the following technologies: Ball mill Roller press with ball mill. Vertical roller mill.In India, cement grinding is conventionally done by ball mill in close circuit usinghigh efficiency separators. However, due to nearly 25-30 % saving in power, theuse of roller press for pre-grinding followed by grinding in closed circuit ball mill(semi-finish grinding mode) has been used in most of the recently installed plants.The performance feedback on the installation of VRM for cement grinding is stillawaited and yet to establish as a proven technology. Hence, based on theperformance of VRM, it is proposed to install VRM / Ball mill with roller press orone VRM with one ball mill.The ground cement is conveyed to cement silos for storage of different types ofcement from where it is extracted and packed in HDPE bags by electronic rotarypacking machines and dispatched to consumers by road and railway. Mechanizedloading system for loading of packed bags on trucks and wagon is envisaged.

(V)-3 Process Description of Waste Heat Recovery Power PlantThere is a good amount of waste heat available from the expelled gases of Pre-Heaters (PH) and Air Quenched Coolers (AQC).The main energy used in cementplant consists of heat energy and electrical energy and about 90% of the totalenergy is used as heat energy in clinker burning process. In the clinker burningprocess, a large amount of heat is consumed for burning limestone at more than


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1450 degree C to form clinker. From the total heat consumed in the burningprocess, around 55% is for burning process and the rest 45% is discharged assensible 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 indrying the raw material and coal while grinding. The rest 35% is generally emittedto the atmosphere as waste heat. For reutilization of this wasted heat from theexhaust gases of the PH & AQC this Waste Heat Recovery System is used togenerate the electrical power. A typical heat flow in cement plants with waste heatrecovery system is shown below

Considering the above we have 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 Units. Steam generated by each unit make combined and fedto steam turbine for Electricity generation. In this scheme Waste Heat RecoveryBoiler (WHRB) at Kiln Pre-heater will be installed. In normal condition the fluegas from the top of the Pre-heater directly goes to ESP / bag house. Now the fluegas from the top of the Pre-heater will go to the WHRB and after that it will enterto ESP / Bag house.


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Proposed Power Generation Capacity(WHRS)

S.N. Description Unit Unit 3 to 8 Unit 9 to 11 Ras Total

Single Unit Total Single Unit Total

AQC PH AQC PH AQC PH AQC PH AQC PH1 Flue gasflow Nm³/Hr 100000 165000 600000 990000 250000 400000 750000 12000002 Inlettemperature ºC 600 300 600 300 600 300 600 3003 Specific heat kcal/Nm³c 0.32 0.362 0.32 0.362 0.32 0.362 0.32 0.3624 Exhaust Gastemperature ºC 80 150 80 150 80 150 80 1505 HeatAvailable CroreKcal/Hr 1.66 0.90 9.98 5.38 4.16 2.17 12.48 6.52 22.46 11.896 Total HeatAvailable CroreKcal/Hr 2.56 15.36 6.33 19.00 34.367 Max. Heat(Low GradeEnergy)available

MW 29.77 178.60 73.63 220.88 399.58 Generation MW 6 36 15 44 80

Equipment Details- Cement Plant

Equipment SelectionA list of equipment and storages capacities are given below. In selecting aparticular type of equipment or storage for the project, among others, thefollowing 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


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PLANT AND EQUIPMENT SIZING FOR NEW 2.6 MTPA CLINKER UNIT –XI AND4.4 MTPA CEMENT MILLS

1) Limestone Crusher Primary : 1450 TPH & Secondary 450 TPH

2) Stacker & Reclaimer

Lime stone Stacker – 1650 TPH Lime stone Reclaimer – 1400 TPH Coal and Gypsum stacker – 150 TPH, each Coal Reclaimer – 150 TPH

3) Raw Mill (VRM)

Capacity - 550 TPH4) Cement Mill (VRM/ Ball Mill with Roller Press/ VRM + BM)

Capacity - 400 TPH5) Coal & Pet coke Mill

Capacity – 50 TPH6) Kiln& Cooler with 6 stage pre heater

7800 TPD clinker7) Packer

4x16 spoutsMajor Storages

Limestone Stock pile : 240000 T Iron ore hopper : 3000 T Clinker stockpile/Tank : 75000 T Coal storage : 200000 T Gypsum storage : 20000 T Cément Silo : 4 * 7500 T Fly Ash : 2*5000 T


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(vi) 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 ofRawMaterial

Quantity (Million TPA)

Source Mode of TransportationExisting Proposed Total

1.LimeStone 16.8 5.7 22.5 CaptiveLimestone mines Adjacent to the plant,through conveyor belts

2.

Pet Coke/Coal forclinkerunits 1.68 0.57 2.25 Indian and importedPet coke and coal Rail and Road3.

Pet Coke/Coal forCPP 0.5 Nil 0.5 Indian and importedPet coke and coal Rail and Road4.

LateriteorLead ZincSlag 0.504 0.171 0.675 Laterite from Bhilwara,Lead zinc slag fromChhitorgarh (Raj) Rail and Road

5. Gypsum 0.44 0.22 0.66 Mineral Gypsum fromRajasthan /SyntheticGypsum/ ImportedGypsum / Chemicalgypsum etc. Rail and Road6. Fly ash 3.0 1.5 4.5 STPS, Suratgarh/KTPSKota / Chabra andother power plants Road

(vii) Resources optimization/ recycling and reuse envisaged in the project, if

any, should be briefly outlined.

Fly ash generated from CPP is being utilized in cement manufacturing. No solid waste generation from the cement plant. However, materialcollected by the dust collectors (Bag Filters) is being /will automatically berecycled in the process.


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RO reject will be utilized in synthetic gypsum plant, dust suppression and ashquenching. STP treated water is used for plantation and sludge is utilized as manure forgreen belt development, There will no discharge outside the project premises.

(viii) Availability of water its source, energy /power requirement and source

should be given.

Water

Unit Water Consumption (KLD)Existing Additional TotalU-III 150 Nil 150U-IV 150 Nil 150U-V 100 Nil 100U-VI 100 Nil 100U-VII 100 Nil 100U-VIII 100 Nil 100U-IX 200 50 250U-X 200 50 250U-XI Nil 250 250Ras New CementUnit 150 Nil 150Cement Mill Nil 150 150Power Generation 800 100 900Drinking & Domestic 200 Nil 200Colony 500 Nil 500

Total 2750 600 3350The existing water demand is 2750 KLD and after expansion it will be 3350 KLDincluding colony, power units and cement plants. Out of which 3000 KLD has beentaken from ground and rest from the rain water collected in earthern pond insidethe plant. Permission for withdrawal of ground water for 4,000 KLD has alreadybeen granted by CGWA vide letter no. 21-4(12)/ WR/ CGWA/ 2005-616 dated23rd May, 2011, 21-4(12)/ WR/ CGWA/ 2005-1220 dated 12th July, 2013 and 21-4(12-B)/ WR/ CGWA/ 2005-255 dated 11th February’ 2014.


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Power Requirement

S. N. Power Consumption Cement Plant Colony Total1. Existing & already proposed Consumption 107.4 0.2 107.62. Additional proposed Consumption 30.7 Nil 30.73. Total Power consumption 138.1 0.2 138.3

Source: Captive Power Plant and Waste heat recovery power plant(ix) Quantity of waste to be generated (liquid and solid) and scheme for their

management/disposal

No waste water discharge outside the plant. No industrial waste generation in operation phase. Used oil & grease will be generated from plant machinery/Gear boxes and DGsetsis being sold to the CPCB authorized recycler.

4.0 Site Analysis

(i) Connectivity

Nearest National Highway is NH-14 which is 19.4kms from site in SE direction.It thus has excellent road connectivity. Approximate road distance from city/towns i.e. Beawar is 21.0 km in NEdirection The nearest railway station is Beawar is 21.0 km in NE direction from the site. The nearest airport is at Jodhpur (113 kms) 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 ownershipTotal existing plant area is 187.56 hectare out of which 63.8 ha has beendeveloped as green belt (34 % of total plant area). Additional land of 116.7 ha isalso available to meet the expansion activities. Residential colony in an area of 40ha has been established near village Bagatpura.


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(iii) TopographyThe topography of the area is hilly consisting of series of hummocks. Themaximum and minimum elevations are 490m and 375m respectively resulting inlevel difference of 115m from general ground level. A detailed analysis of slope inthe area has been carried out. It has been observed that topography of the area isundulating with a hummock running in the NE-SW direction. The slope of thesurrounding area is gradually decreases towards SW as indicated by the flow ofriver 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 subparallel. The drainage in surrounding area is dendritic in nature and the drainagedensity ranges from moderate to poor thus indicating low run-off.(iii) 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.

Environmental Settings of the Area

S.N. Particulars Details1 Temperature 5 ºC to 49 ºC2 Relative Humidity 4 to 99 %3 Wind Speed 0.1 to 25 m/sec4 Dominant Wind Direction Towards NNW5 Rain Fall 500-600 mm per annual6 Nearest Railway Station Beawar at a distance of ~ 21.0 km in SEdirection7 Nearest National Highway/StateHighway NH – 14 at a distance of ~ 19.4 Km in SEdirectionState Highway-1.6 Km in NE direction8 Nearest Town / City Nearest Town- Ras at a distance of ~ 3.0Km in N Direction.


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Nearest City- Beawar at a distance of ~21.0 Km in SE Direction. District Head Quarter- Pali at a distance of~ 102.0 Km in SW direction.9 Nearest Airport Jodhpur Airport at a distance of ~ 113 km inW direction10 Nearest River Lilri River (Seasonal) - at a distance of ~0.15 Km in WNW direction from MLboundary Sukri River at a distance of ~ 6.2 Km inSSW direction from ML boundary11 Reserved/ Protected Forest within10 km radius List of Reserved and Protected Forests (Openmixed jungle & Scrub type)

S.No.

Name Distance fromProject Site

(in Km.)

Directionfrom

Boundaryof Project

Site1. RF ~4.25 SE2. PF ~8.9 W3. PF ~9.6 NW12 Ecological Sensitive Areas No National Park, Biosphere Reserve, WildLife Sanctuary falls within 10 km radius thestudy area.13 Seismic Zone Zone – II [as per IS 1893 (Part-I): 2002](v) Existing InfrastructureShree Cement Ltd. is proposing expansion of existing integrated cement plant,capacity Clinker from 11.2 to 15.0 Million TPA, Cement 8.8 to 13.2 Million TPA,WHRS from 65 to 80 MW, CPP 180 MW, Synthetic Gypsum 1560 TPD & DG Setsfrom 1000 to 2000 KVA, located near Village Ras, Pali (Rajasthan) in the premisesof already exiting integrated cement plant. Following units are already inoperation:

S.N Product Name of Unit Existing ECGranted Capacity1 Clinker Units

(Million TPA) Unit-III to Unit-VIII 6 Units X 1.2 = 7.22 Clinker Unit Ras New Cement Unit 1.6


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(Million TPA) (Unit-IX) 2.0(Under EC)3 Clinker Unit

(Million TPA) Unit-X 1.62.0(Under EC)4 Cement Mill (Ball

Mill with RP)(Million TPA)

Unit-III & IV 2 Units X 2.2 = 4.45 Cement Mill

(VRM + Ball Mill)(Million TPA)

Ras New Cement Unit 4.46 Thermal Power

Generation (MW)Thermal PowerGeneration 180

7 Waste HeatRecovery PowerGeneration (MW)

Waste heat recoveryPower Generation 688 Synthetic Gypsum

(TPD)Synthetic Gypsum 15609 DG Set, KVA DG Set 1000

(vi) Soil ClassificationThe topsoil is very scanty and if encountered during excavation is being and will beimmediately used for plantation at plantation site to protect the humus content ofthe soil.(vii) Climatic data from secondary sourcesThe area has generally moderate climate. The temperature variation is from 5 ºC to49 ºC. The average annual rainfall in the area is 500-600 mm. The relative humidityvaries between - Maximum 99% & Minimum 4%.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 ofrawmaterial and final product is being/will be done via existing road and railnetwork and cement concrete road has been developed within the plant premises.(ii) Population Projection


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No additional manpower will be required in the operation of proposed project.Temporary influx of people will be there as the managerial and supervisory stafffor construction and commissioning of plant will generally be outsider.(iii) Land use planningTotal existing plant area is 187.56 hectare out of which 63.8 ha has beendeveloped as green belt (34 % of total plant area). Additional land of 116.7 ha isalso available to meet the expansion activities. Residential colony in an area of 40ha has been established near village Bagatpura.(iv) Assessment of infrastructure demand (Physical & Social)SCL has assessed the demand of infrastructure (Physical & Social) in nearby areaof the plant which is developed under corporate social responsibilities programs.(v) Amenities/FacilitiesSCL has developed the Amenities/Facilities in nearby area of the plant as per requirementof local people of the nearby area under corporate social responsibilities programs.6) Proposed Infrastructure

(i) Industrial Area (processing area)Total existing plant area is 187.56 hectare out of which 63.8 ha has beendeveloped as green belt (34 % of total plant area). Additional land of 116.7 ha isalso available to meet the expansion activities.(ii) Residential Area (Non processing area)Common colony for plant and mine worker near Village Bagatpura, 2.0 km awayfrom plant site. The total area of colony will be 40 ha.(iii) Green BeltGreenbelt has been developed in 63.8 ha which is 34% of the total area.(iv) Social InfrastructureProposed expansion project will result in growth of the surrounding areas byincreased direct and indirect employment opportunities in the region includingancillary development and supporting infrastructure.The installation of proposed plant will lead to the development of certain localancillary facilities and consequent employment opportunities. Further the


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proposed expansion will also lead to the enhancement of existing market, tradecenters, activities etc.In addition to the above, SCL has a track record of engaging the local communitiesand extending several social services to the nearby villages.(v) Connectivity

Nearest National Highway is NH-14 which is 19.4 kms from site in SEdirection. It thus has excellent road connectivity. Approximate road distance from city/towns i.e. Beawar is 21.0 km in NEdirection The nearest railway station is Beawar is 21.0 km in NE direction from the site. The nearest airport is at Jodhpur (113 kms) The site is well connected with communication facilities like telephone, fax,wireless and telex and as such, no constraints are envisaged in this aspect.

(vi) Drinking WaterDrinking water is being sourced from ground water which is treated in RO unit.The RO reject water reused in synthetic gypsum plant, dust suppression and ashquenching.(vii) Sewerage systemThe domestic effluent generated is being treated in Sewage Treatment Plant,capacity 200 KLD installed in plant and domestic waste water of colony will betreated in proposed STP, capacity - 300 KLD.

Process flow diagram of STP plant


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Quality of STP Treated water

Parameters Quality of RawSewage

Quality of TreatedSewagepH 6.0 to 8.0 6.5 to 7.8BOD 300 ppm 10 ppmCOD 400 ppm 50 ppmTSS 300 ppm 10 ppmO & G 50 ppm 10 ppm

Process description of STP plantBar screen chamber followed by collection cum equalization tank followed byFluidized Aerobic Bed Reactors (2 Nos.) will be provided with coarse air bubblediffusion system followed by Tube Settler Tank in the STP. The clear supernatantafter disinfecting by chlorination will be passed through dual filter and activatedCarbon filter before will be collected in the treated water tank. The sludgegenerated from the FAB will be passed through sludge digester and dried and thefiltrate will be collected and sent back to the equalization tank and the dried cakeswill be used as manure. The treated water will be used for plantation activities.(viii) Industrial Waste managementNo industrial waste water is being/will be generated from cement plant. Howeverwaste water generated from RO unit shall be reused for synthetic gypsummanufacturing, dust suppression and ash quenching.


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(ix) Solid waste management

No solid waste generation from the cement plant. However, dust collected bythe dust collectors (Bag Filters) automatically recycled in the process. Fly ash generated from CPP is being utilized in cement manufacturing.

(x) Power requirement and source

S. N. Power Consumption Cement Plant Colony Total1. Existing & already proposed Consumption 107.4 0.2 107.62. Additional proposed Consumption 30.7 Nil 30.73. Total Power consumption 138.1 0.2 138.3

7.0 Rehabilitation and Resettlement (R & R) Plan

(i) Policy to be adopted (Central/State)in respect of the project affectedpersons including home oustees, land oustees and landless laborer (briefoutline to be given)Not Applicable

8.0 Project Schedule and Cost Estimates

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

schedule for the project to be given)The proposed expansion of unit-IX and X would be completed in 2 months and thecommissioning work of new clinker unit-XI and cement unit would be completedin 18 months.(ii) Estimated project cost along with analysis in terms of economic viability of

the projectThe total investment for the proposed new clinker unit, cement unit and WHRSwould be approximately Rs.745 crores. The estimated Investment Cost for theproject has been based on the requirement of fixed and non-fixed assets. Thedetails of total investment are shown in the table below:


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S. No. ItemInvestment

(Rs. in Lacs)1 Land Nil2 Buildings 15453 Plant and Machineries 697504 Contingency @ 5% 3565TOTAL

74560

(745 crore)

Following would be the investment for expansion of clinker unit-IX and X:Each unit cost would be Rs. 5.0 crores and total for both units would be Rs. 10.0 Crores.S.

No.Required modifications

in existing 2.0 MillionTPA each Clinker unit.

Proposed clinkerproduction @ 2.6

Million TPA Clinkerby each unit

Remark Cost Rs. In Lacs

1 Increase of Kiln inlet riserarea from 7.03 m2 to 7.88m2 (52.42%) Expected increase inclinker productioncapacity by 1.1MTPA.(Increase of eachkiln capacity from5000 TPD to 7500TPD)

Increase in kiln main firing frompresent 30 % to about 40% withmaintaining kiln inlet airvelocity between 17-19 mps50

2 Installation of tripletcyclone at pre-heater topstage in both string150

Reduction in pressure dropacross PH to create margin in PHfan.3 Enlargement of clinkercooler area from 110 m2to 135 m2

Maintaining 55-57 TPD/m2clinker cooler loading. 1004 Removal of Dust SettlingChamber Gain in clinkerproduction Reduction in pressure dropacross PH to create margin in PHfan. 50


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5 Increase of Kiln effectivevolume by decreasingrefractory thickness from250 mm to 200 mm.Gain in clinkerproduction Increase of Kiln effective volumefrom 897 m3 to 942 m3 100

6 Installation of additionalchamber for Reverse airBag House (RABH) Additional chamberwill be added. To achieving PM emission levelbelow 50 mg/Nm3 50

7 Cooler ESP Suitable for up-graded capacity.WHRS has been torecirculatemaximum hot gases.Suitable for 2.6 MTPA capacities.Hence, it is not required anymodification. Nil

8 Kiln Speed (4.5 rpm) Increase kiln speedfrom 4.5-5.3 rpm Design at 5.5 rpm Nil9 Total 5.0( 5.0 Cr each unit)

9.0 Analysis of proposalThe state of Rajasthan will get revenues in terms of taxes, local people will getopportunity in terms of indirect employment, business opportunity like transportof Cement to the market, fly ash transport, in short nearby people will getopportunity to improve their livelihood.10.0 ENVIRONMENTAL MANAGEMENT PLAN

10.1 Air Pollution ControlParticulate emission from various stacks and material transfer points is the mainpollutant from the cement plants. Adequate preventive measures to keep thepollution level of particulate emission to less than 50 mg/Nm3 are provided.Measures taken for control of fugitive emission include:- Water spray system in the Limestone crushing section Water sprinkling system in the Limestone preblending (reclaiming) Bag filters at all material transfer points Concreting roads and vacuum sweeping Covered unloading hoppers


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Silo for clinker, cement and fly ash storage Covered shed for storage of gypsum Open storage with water sprinkling for pet coke / coal storage Open storage for laterite / iron ore.Pollution Control Measures for New Clinker Unit (U-XI) and Cement Mill

Stack Emission (Stack Emission: 50 mg/Nm3)Technical details of ESPs and bag dust collectors installed at various locations are givenas below:S.No Source Pollution Control

EquipmentStackHt.(m)

StackDia(m)

Temp.°C

Total AirVol.m3/Hr

1Raw Mill & Kiln Bag House 150 5.0 240 1350000

2 Coal Mill Bag House 60 1.6 120 1600003 Clinker Cooler ESP 60 4.3 275 7630004 Cement Mill Bag House 40 2.8 120 875000

DETAILS OF BAG FILTERS FOR CONTROL OF FUGITIVE EMISSION FOR CLINKER UNIT XI

Sr.No Application Location Material

Qty. ofsupply in

one set(No) Gas temp.(Deg.C) Revised Gasvolume(m3/hr)

1 Lime StoneCrusher

Near Crusherdischarge belt headpulley

Limestonedust 1 50 100002 Vibrating

Screen At Screen houseLimestonedust 1 50 20000

3 Raw MillHoppers top

On top of raw material& additive hoppers

Limestonedust 1 50 150004 Raw Mill

TransportTransfer tower of rawmaterial belts.

Limestonedust 1 50 100005 Raw mill reject

recirculationNear Raw mill rejectelevator.

Limestonedust 1 100max. 10000


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6 Raw MealTranport

Between cyclones toRM Silo above airslides.

Limestonedust 1 100max. 150007 Raw Meal Silo

TopOn the top of raw mealsilo

Limestonedust 1 100max. 150008 Raw mill Silo

extractionOn air slides at siloextraction.

Limestonedust 1 100max. 75009 Kiln Feed Bin Pre heater first floor

Limestonedust 1 100max. 1500010 Preheater Top Pre heater top floor

Limestonedust 1 100max. 1500011 Raw Coal

HopperAbove coal hoppers atthe belt discharge. Coal dust 1 50 15000

12 Fine CoalHopper

On the floor belowcoal mill main baghouse.

Coal dust 1 50 750013 Clinker

TransportOn transfer tower ofclinker belts. Clinker Dust 2 100 10000

14 Clinker TankTop

At the discharge ofDPC Clinker Dust 1 100 35000

15 Clinker Hopper/ Clinker BulkLoading Hopper

On the top of hoppersfor truck loadingpoints.

Clinker Dust 1 100 15000Total 16

DETAILS OF BAG FILTERS FOR CONTROL OF FUGITIVE EMISSION FOR CEMENT MILL

S.No.

Bag Filter LocationQuantity Capacity

1. Bag filter with fan at Bucket elevator 1 7500m3/hr2. Bag filter with fan above clinker tank 1 35000m3/hr3. Bag filter with fan at clinker tank outlet belts, 2 Nos. 2 10000m3/hr4. Bag Filter with fan at TT2 1 3000m3/hr5. Bag filter with fan for reject circuit( elevator) 1 15000m3/hr6. Bag filter with fan for reject circuit 1 7500m3/hr


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7. Bag filter with fan for product transport air slide, 2 Nos 1 10000m3/hr8. Bag filters with fan for Dry Fly ash dump hopper dedusting 2 50000 m3/hr9. Bag filters with fan for Gypsum dump hopper dedusting 1 20000m3/hr10. Bag filter at FA Silo top 1 15000m3/hr11. Bag filter for fly ash Air slide Extraction feeding to Mill 1 3000m3/hr12. Bag filter for collecting bin (fly ash silo) 1 7500m3/hr13. Bag filter at Cement Silo top (1+1) 2 7500m3/hr14. Bag filter for air slides & packing plant elevator boot 3 10000m3/hr15. Bag filters for Roto packer Dedusting -3 no's 3 40000m3/hr16. Bag filters for Roto packer Dedusting -3 no's 3 20000m3/hr17. Bag filter above clinker hopper 1 15000m3/hr18. Bag Filter for Air slides below bag house 1 10000m3/hr19.

Bag Filter for Dedusting at Belt Conveyor Below weighfeeders 1 20000m3/hr20. Bag filter for above elevator & air slide venting 1 15000m3/hr21. Bag filter for venting of product air slide 1 15000m3/hr22. Bag filter for venting of mill outlet elevator & air slide 1 10000m3/hr23.

Bag filter for venting for transport auxiliaries & elevatorventing in Cement mill section 1 20000m3/hr24. Cement mill venting (Ball Mill) Bag house 1 65000m3/hr25. VRM venting Pulse Jet Bag house 1 480000m3/hr

10.2 Solid Waste Management

No solid waste generation in cement manufacturing process. 100% recycling of dust collected from air pollution control equipment. Ash and bed ash generated from CPP is being utilized in cement unit. STP sludge is being used as manure for green belt development

10.3 Waste Water Management No waste water generation from Cement Plant as dry process technology isbeing/will be used for cement manufacturing.


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Domestic waste water is being treated in STP and treated water is used forplantation.. RO reject water will be used for ash quenching and dust suppression.

Disposal of Liquid Waste (KLD)

Unit Industrial Discharge Domestic Discharge

Existing Proposed Total Disposal Existing Proposed Total DisposalCement Plant Nil Nil Nil Nil 120 Nil 120 Plantationand cementplant processaftertreatment inSTP.Power Plant 260 20 280 Ash Quenching /Sy Gypsummanufacturing 30 Nil 30Residential colony Nil Nil Nil Nil 300 Nil 300

10.4 Noise Pollution ControlTo maintain the overall noise level less than 85 dB (A) in the plant area and lessthan 70 dB (A) at the plant boundary the following measures are taken:-Following management plan will be implemented: Proper maintenance and lubrication of plant machineries. Plantation all around plant premises. Installation of compressors in closed building. PPEs are being/will be provided to workers. Regular monitoring is being / will be carried out and corrective measuresare being/will be taken.

10.5 Hazardous Waste Management

To conserve natural raw material, it is proposed to utilize the followinghazardous wastes/ waste: Paint Sludge Automobile ETP Sludge Phosphate Sludge CETP Sludge of Pali etc.


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Manufacturing of synthetic gypsum (1560 TPD) by utilization of low grade limestone, waste water of CPP (RO reject), Rain water collected in pits and sulphuricacid. Additional 25 KL per annum used oil will be generated from new clinker unit andcement mill, which will be sold to CPCB authorized recycler.

10.6 Green Belt DevelopmentTotal existing plant area is 187.56 hectare out of which 63.8 ha has beendeveloped as green belt (34 % of total plant area). Additional land of 116.7 ha isalso available to meet the expansion activities out of which 38.5 ha area will bedeveloped as green belt.10.7 Socio Economics MeasuresShree Cement is committed to contribute in the development of basic needs of thelocal area like education, Health & family welfare, women empowerment, Naturalresource management, water conservation, roads etc. For socio-economicdevelopment 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 waterharvesting etc and accordingly financial assistance is being / will be provided bythe company to the local authority.11.0 CONCLUSIONProposed project will result in growth of the surrounding areas by increaseddirect and indirect employment opportunities in the region including ancillarydevelopment and supporting infrastructure. Special emphasis on Financial andSocial 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 medicalfacilities, education to underprivileged and creation of self-help groups.No adverse effect on environment is envisaged as proper mitigation measure willbe taken up for the same.

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Pre-Feasibility Report - Welcome to Environmentenvironmentclearance.nic.in/writereaddata/Online/TOR/0_0... · 2015-01-24 · Pre-Feasibility Report 1 Pre-Feasibility Report 1.0 EXECUTIVE