form - 1 -...

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3 FORM - 1 (I) Basic Information S. No. Item 1. Name of the project/s Proposed Cement Grinding Unit of 3.0 MTPA Capacity By M/s. UltraTech Cement Limited (Unit : Bokaro Cement Works) 2. Sl.No. in the schedule 3(b) Cement Plants 3. Proposed capacity /area /length/ tonnage to be handled/command area/ lease area/number of wells to be drilled. Proposed capacity : 3.0 MTPA Area of Project site : 48.30 Ac. (19.54 Ha.) 4. New/Expansion/Modernization New 5. Existing Capacity/Area etc. Not Applicable 6. Category of Project i.e. ‘A’ or ‘B’ Category - B (B2) 7. Does it attract the general condition? If yes, please specify. No 8. Does it attract the specific condition? If yes, please specify. No 9. Location Plot/Survey/Khasra No. Latitude longitude 23°40'59.92"N 86° 3'58.52"E 23°41'8.54"N 86° 4'19.26"E 23°40'16.33"N 86° 4'44.49"E 23°40'8.04"N 86° 4'23.97"E Survey plot no- North: 2008 (P),1953(P), 2011(P) & 2013(P) South: 2033(P), 2331(P), 2348(P), 2386(P), 2385, 2381, 2382, 2383 & 2047(P). East: 1927(P),1946(P), 1945(P), 1939(P), 1936(P), 2348(P), 2354(P), 2370(P), 2372(P) & 2378(P) West: 2076(P), 2073(P), 2017(P), 2018(P),

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3

FORM - 1

(I) Basic Information

S. No. Item

1. Name of the project/sProposed Cement Grinding Unit of 3.0MTPA CapacityByM/s. UltraTech Cement Limited(Unit : Bokaro Cement Works)2. Sl.No. in the schedule 3(b) Cement Plants3. Proposed capacity /area /length/tonnage to be handled/command area/lease area/number of wells to bedrilled.Proposed capacity : 3.0 MTPAArea of Project site : 48.30 Ac. (19.54Ha.)4. New/Expansion/Modernization New5. Existing Capacity/Area etc. Not Applicable6. Category of Project i.e. ‘A’ or ‘B’ Category - B (B2)7. Does it attract the general condition? Ifyes, please specify. No8. Does it attract the specific condition? Ifyes, please specify. No9. Location

Plot/Survey/Khasra No.

Latitude longitude23°40'59.92"N 86° 3'58.52"E23°41'8.54"N 86° 4'19.26"E23°40'16.33"N 86° 4'44.49"E23°40'8.04"N 86° 4'23.97"E

Survey plot no-

North:2008 (P),1953(P), 2011(P) & 2013(P)

South:2033(P), 2331(P), 2348(P), 2386(P), 2385,2381, 2382, 2383 & 2047(P).

East:1927(P),1946(P), 1945(P), 1939(P),1936(P), 2348(P), 2354(P), 2370(P),2372(P) & 2378(P)

West:2076(P), 2073(P), 2017(P), 2018(P),

4

VillageTehsilDistrictState

2051(P), 2041(P), 2044(P), 2189(P),2333(P), 2386(P) & 2348(P)Village: Gorabali, (Post – Balidih)Tehsil – BalidihDistrict – BokaroState - Jharkhand

10. Nearest railway station/Port alongwith distance in km.Nearest Railway Station : Bokaro SteelCity Railway Station – 1.5 km (S)Nearest Port : Kolkata – 262 km (SE)

11. Nearest Town, city, districtHeadquarters along with distance inkms.Nearest Town & City : Bokaro Steel City– 6.0 km (E)District Headquarter : Bokaro – 22.0 km(NW)12. Village Panchayats, Zilla Parishad,Municipal Corporation, Local body(complete postal addresses withtelephone nos. to be given)Gorabali Village, Balidih Tehsil, BokaroDistrict, Jharkhand.

13. Name of the applicant M/s. UltraTech Cement Limited(Unit : Pataliputra Cement Works)14. Registered Address

M/s. UltraTech Cement Limited(Unit : Bokaro Cement Works)Mahakali Caves Road,Ahura Centre, 1st Floor, Andheri (E)Mumbai – 400093, Maharashtra.15. Address for correspondence:NameDesignation (Owner/Partner /CEO)E-mailTelephone No.Fax No.K.V. Reddy,Vice President (Env. Division)[email protected] 7403/04022-28244970/6016. Details of Alternative Sites examined, ifany. Location of these sites should beshown on a topo sheet.No alternative sites were examined. Theproposed cement plant will be locatedin govt. land belongs to BokaroIndustrial Area Development Authority(BIADA).17. Interlinked Projects No interlinked projects.

18. Whether separate application ofinterlinked project has beensubmitted? Not Applicable

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19. If yes, date of submission Not Applicable20. If no, reason Not Applicable21. Whether the proposal involvesapproval/clearance under: if yes,details of the same and their status tobe given.i. The Forest (Conservation) Act,1980?ii. The Wildlife (Protection) Act,1972?iii. The C.R.Z. Notification, 1991?Not Applicable

22. Whether there is any GovernmentOrder/Policy relevant /relating to thesite?None

23. Forest land involved (hectares) No Forest land is involved.24. Whether there is any litigation pendingagainst the project and/or land inwhich the project is propose to be setup?a) Name of the Courtb) Case No.c) Orders/directions of the Court, ifany and its relevance with theproposed project.

No litigation is pending against theproject.

25 Expected project cost Proposed Project Cost – Rs. 550 Crores(II) Activity1. Construction, operation or decommissioning of the Project involving actions, whichwill cause physical changes in the locality (topography, land use, changes in water bodies,etc.)

S. No.Information/Checklistconfirmation

Yes/No

Details thereof (with approximatequantities/ rates, whereverpossible) with source ofinformation data1.1 Permanent or temporary change inland use, land cover or topographyincluding increase in intensity of landuse (with respect to local land useplan)

Yes

Proposed Grinding unit will belocated in an area of 48.30 Ac. (19.54Ha.). The land is Govt. Land, belongsto Bokaro Industrial AreaDevelopment authority (BIADA). The

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topography will be changed andgreenbelt is proposed1.2 Clearance of existing land, vegetationand buildings? NoThe land is a plain open land withoutvegetation.1.3 Creation of new land uses?

NoThe land is already acquired byJharkhand Govt. for Industrial use.

1.4 Pre-construction investigations e.g.bore houses, soil testing? Yes

Geo-technical investigations like boreholes, soil testing etc. are requiredfor design of civil structures. Toensure stable structures.1.5 Construction works? Yes

Civil/ Structural works, mechanicaland electrical erection etc. toimplement the proposed project.This includes silos, the millconveyors etc1.6 Demolition works?No

Not Applicable

1.7Temporary sites used forconstruction works or housing ofconstruction workers?

Yes

The proposed plant site has adequatespace for construction yard. To takecare of the housing of constructionworkers, proper temporary housingwill be arranged by UltraTechthrough Contractors. The contractorswill be held responsible ofconstructing worker’s colony whileland for the same will be provided byUltraTech on temporary basis.

1.8 Above ground buildings, structures orearthworks including linearstructures, cut and fill or excavations Yes

There will be excavation, cut and fillduring the process ofconstruction/erection for cementgrinding plant. The plantbuildings/structure will include Slagmill building, fly ash storage silo,Cement Silo and feeding system,hopper building, Hot Air Gas systemetc.1.9 Underground works including miningor tunneling? NoNo underground works includingmining or tunneling is required.1.10 Reclamation works? No No reclamation work is required1.11 Dredging?

No No dredging is involved

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1.12 Offshore structures? No Not Applicable1.13 Production and manufacturingprocesses? Yes

Clinker, Slag, Fly ash and Gypsum isgrounded in Roller Press / VRM forproduction of Cement (OPC, PPC, PSCand Composite Cement) and stored incovered storage facilities anddispatch to local markets.1.14 Facilities for storage of goods ormaterials? Yes

Storage facilities for clinker, gypsum,fly ash, coal and cement will beprovided.1.15

Facilities for treatment or disposal ofsolid waste or liquid effluents?Yes

a) Solid Waste – Only dust trapped incontrol equipment will be recycledin the processb) No wastewater will be generatedfrom the process.c) Sanitary waste from the plant willbe treated in septic tanks & soakpits.1.16

Facilities for long term housing ofoperational workers?No

The nearby area has a good numberof housing facilities. Rentedaccommodations are also available inthe locality. Hence no long termhousing of operational workers areproposed.1.17 New road, rail or sea traffic duringconstruction or operation? No

None, as the approach to the plant &railway line is already availableadjacent to the site for railway siding.1.18 New road, rail, air waterborne orother transport infrastructureincluding new or altered routes andstations, ports, airports etc? No

None

1.19 Closure or diversion of existingtransport routes or infrastructureleading to changes in trafficmovements? No None1.20 New or diverted transmission lines orpipelines? No None1.21 Impoundment, damming, culverting,realignment or other changes to thehydrology of watercourses oraquifers? No None

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1.22 Stream crossings? No None1.23 Abstraction or transfers of water fromground or surface waters? Yes

Total water requirement will be 500m3/day and it will be sourced fromBIADA Authority.1.24 Changes in water bodies or the landsurface affecting drainage or run-off? NoNone

1.25Transport of personnel or materialsfor construction, operation ordecommissioning? Yes

Most of the unskilled and semi-skilled labour shall be from nearbyvillages and towns. Responsibility ofbringing labours to site will lie withthe respective contractor.1.26 Long-term dismantling ordecommissioning or restorationworks? No None1.27 Ongoing activity duringdecommissioning which could havean impact on the environment? No None

1.28 Influx of people to an area in eithertemporarily or permanently? No

There will be immigration of peoplein two phases: During constructionphase there will be an influx of about800 - 1000 persons. Most of theunskilled and semi-skilled labourshall be from nearby villages andtowns. During operation phase,around 60 - 100 personnel will berequired. The site being easilyaccessible from the nearby areas thatalso have a good number of housingfacilities, local housing will not bestressed to any degree of concern.1.29 Introduction of alien species? No None1.30 Loss of native species or geneticdiversity? No None1.31 Any other actions? No None

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2. Use of Natural resources for construction or operation of the Project (such as land,water, materials or energy, especially any resources which are non-renewable or in shortsupply):

S. No.Information/checklistconfirmation

Yes/No

Details thereof (with approximatequantities /rates, whereverpossible) with source ofinformation data

2.1 Land especially undeveloped oragricultural land (ha) Yes

The proposed project will be setupin an area of 48.30 Ac. (19.54 ha.).This Land belongs to BokaroIndustrial Area DevelopmentAuthority (BIADA).2.2 Water (expected source & competingusers) unit : KLD Yes

The water requirement for theproposed project is about 500M3/day which will be sourced fromBIADA.2.3 Minerals (MT) Yes

Clinker : 4500 MT/day, Gypsum :400 MT/day & Fly ash: 2000MT/day, Slag: 4500 MT/day, Coal:400 MT/day2.4 Construction material–stone,aggregates, sand/ soil (expectedsource – MT) Yes

Construction materials (stone chips/ sand) are locally availableabundantly. The approx. quantitiesof these materials would be asunder: Stone: 75000 MT Sand:150000 MT; Cement: 20000 MT;TOR Steel: 3500 MT2.5 Forests and timber (source – MT) No None2.6 Energy including electricity and fuels(source, competing users) Unit: fuel(MT), energy (MW) Yes

About 20 MW power will be used. Itwill be sourced from Grid(Jharkhand State Electricity Board).Stand by DG set of 3 x 6 MW isproposed for emergency powerbackup.2.7 Any other natural resources (useappropriate standard units) No None

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3. Use, storage, transport, handling or production of substances or materials,which could be harmful to human health or the environment or raiseconcerns about actual or perceived risks to human health.

S.No.

Information/ Checklist confirmationYes/No

Details thereof (with approximatequantities/ rates, whereverpossible) with source ofinformation data3.1 Use of substances or materials, which arehazardous (as per MSIHC rules) tohuman health or the environment (flora,fauna, and water supplies) Yes

Spent Oil / used grease will bedisposed to the authorized vendorsas per the Hazardous Wastes(Management and Handling)Amendment Rules, 2008.3.2 Changes in occurrence of disease oraffect disease vectors (e.g. insect orwater borne diseases) No None3.3 Affect the welfare of people e.g. bychanging living conditions? Yes

Socio Economic conditions will beimproved in the nearby areas. UTCLis taking up various social welfaremeasures in the nearby villageslocated near the project site.3.4 Vulnerable groups of people who couldbe affected by the project e.g. hospitalpatients, children, the elderly etc., No None3.5 Any other causes No Not envisaged.4. Production of solid wastes during construction or operation or decommissioning(MT/month)

S.No.

Information/Checklist confirmation Yes/No

Details there of (with approximatequantities/ rates, whereverpossible) with source ofinformation data4.1 Spoil, overburden or mine wastes NoNone. This proposal is for cementgrinding unit

4.2Municipal waste (domestic and orcommercial wastes)

Yes

Negligible quantities of MSW will begenerated from canteen, stores,offices etc. MSW @0.5kg/head/day.This will be segregated as organicand inorganic and will be disposed tolocal municipal bins

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4.3 Hazardous wastes (as per HazardousWaste Management Rules) YesSpent Oil from the gear boxes andwaste grease

4.4 Other industrial process wastes NoThe dust from pollution controldevises will be recycled back to theprocess.4.5 Surplus product No None

4.6 Sewage sludge or other sludge fromeffluent treatment No None4.7 Construction or demolition wastes No None4.8 Redundant machinery or equipment No None4.9 Contaminated soils or othermaterials No None4.10 Agricultural wastes No None4.11 Other solid wastes No None5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)

S.No.

Information/Checklistconfirmation

Yes/No

Details thereof (with approximatequantities/rates, whereverpossible) with source ofinformation data

5.1 Emissions from combustion of fossilfuels from stationary or mobilesources Yes

From DG set during power failure &Operation of Hot Air Gas Generator.Emission details are enclosed asAnnexure – 1.

5.2 Emissions from productionprocesses Yes

Bag Filters will be installed tocontrol Particulate Matter emissiongenerated from grinding unit

5.3Emissions from materials handlingincluding storage or transport

Yes

In the plant, due to thetransportation activity and vehicularmovements, fugitive emission of dustparticles will be there. Dustsuppression will be done by watersprinkling during the abovementioned activities. Apart from thedust suppression measures, bagfilters are proposed at various

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transfer points.5.4

Emissions from constructionactivities including plant andequipment Yes

Fugitive dust emissions may begenerated from constructionactivities and vehicular movement.These emissions will be temporaryand will be controlled.5.5

Dust or odors from handling ofmaterials including constructionmaterials, sewage and waste Yes

In the plant, dust will be generatedfrom handling of raw materials. Bagfilters will be installed at all transferpoints to maintain it withinacceptable levels.5.6 Emissions from incineration ofwaste No None5.7 Emissions from burning of waste inopen air (e.g. slash materials,construction debris) No None5.8 Emissions from any other sources No

There will be no emissions from anyother sources6. Generation of Noise and Vibration, and Emissions of Light and Heat:

S.No.

Information/Checklistconfirmation

Yes/ No

Details thereof (with approximatequantities/rates, wherever possible)with source of information data with

source of information data

6.1 From operation of equipment e.g.engines, ventilation plant,crushers Yes

In the plant, noise from operation ofequipment will likely to arise. Noise levelwill be kept below the prescribed limit.Proper noise abatement measures willbe taken and persons working just closeto machines and machine operators willbe provided with personal protectiveequipment viz. Ear plugs/Ear muffs etcfor further protection.

6.2 From industrial or similarprocesses Yes

In the plant, the noise will be generateddue to the running of the machinery.Proper mitigation measures will betaken for the reduction of noise levelsviz. acoustic enclosures etc. The workers

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will be provided with personalprotective equipments.6.3 From construction or demolition Yes

The noise generated from constructionwill be maintained within the prescribedNoise standards.6.4 From blasting or piling No None6.5 From construction or operationaltraffic Yes

There will be some noise due tomovement of machine/vehicle but thatwill be maintained within the prescribedlimit.6.6 From lighting or cooling systems No None6.7 From any other sources No Not Applicable

7. Risks of contamination of land or water from releases of pollutants into theground or into sewers, surface waters, groundwater, coastal waters or the sea:

S.No.

Information/Checklistconfirmation

Yes/ No

Details thereof (withapproximate quantities/ rates,wherever possible) with sourceof information data

7.1From handling, storage, use or spillageof hazardous materials

No

In the grinding unit, there is nouse/handling of hazardousmaterial.Equipment will be kept wellmaintained so that they mayremain leak free.

7.2 From discharge of sewage or othereffluents to water or the land(expected mode and place ofdischarge) Yes

Sewage of 4 m3/day is expectedfrom the proposed plant, whichwill be treated in septic tank andsoak pit7.3

By deposition of pollutants emitted toair into the land or into waterNo

In the cement grinding unit onlyPM is likely to be generated duringmaterial handling. But propermitigating measures such asregular dust suppression bysprinkling water and bag filterswill help in reducing the effect.Regular air quality monitoring

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during operational phase will becarried out to ensure no adverseimpact on AAQ. Remedial steps willbe ensured in case they arewarranted.7.4 From any other sources No None7.5 Is there a risk of long term build up ofpollutants in the environment fromthese sources? No None

8. Risk of accidents during construction or operation of the Project, which couldaffect human health or the environment

S.No.

Information/Checklistconfirmation

Yes/No

Details thereof (withapproximate quantities/rates,wherever possible) with sourceof information data8.1 From explosions, spillages, fires etc.from storage, handling, use orproduction of hazardous substances

No None. Fire extinguishers will bemade available near all machinesand all persons would be properlytrained to quench the fire at sourceitself. No other major risks will beinvolved.8.2 From any other causes No None8.3 Could the project be affected bynatural disasters causingenvironmental damage (e.g. floods,earthquakes, landslides, cloudburstetc.)?No None

9. Factors which should be considered (such as consequential development) whichcould lead to environmental effects or the potential for cumulative impacts withother existing or planned activities in the locality.

S.No.

Information/Checklistconfirmation

Yes/No

Details thereof (with approximatequantities/ rates, whereverpossible) with source ofinformation data9.1 Lead to development of supportingfacilities, ancillary development ordevelopment stimulated by the projectwhich could have impact on the Yes

Proposed expansion project will resultin further growth of the surroundingareas by increased direct and indirectemployment opportunities in the

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environment e.g. : Supporting infrastructure (roads,power supply, waste orwastewater treatment, etc.) Housing Development Extractive industries Supply industries Other

region including ancillarydevelopment.There will be no negative impact onexisting infrastructure of surroundingcommunity.Employment opportunities willincrease due to the requirement ofworkers for the proposed project.Local people will be preferred foremployment. This will contribute inraising the socio-economic status andstandard of living of the nearbyvillagers.

9.2 Lead to after-use of the site, whichcould have an impact on theenvironment No

None

9.3 Set a precedent for later developments Yes

A better after use scenario which islikely to increase aesthetic beauty ofarea would set precedence forsubsequent entrepreneurs whoventure such projects9.4 Have cumulative effects due toproximity to other existing orplanned projects with similar effects YesA better planned and executed projecthas to yield a better result individually

(III) Environmental Sensitivity

S. No. Areas Name/Identity

Aerial distance(within 15km.)

Proposedproject locationboundary (Km)

1. Areas protected under internationalconventions, national or locallegislation for their ecological,landscape, cultural or other related None ----

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value.2. Areas which are important or sensitivefor ecological reasons - Wetlands,watercourses or other water bodies,coastal zone, biospheres, mountains,forests.Garga DamDamodar riverKhanjo River

3.23 km (S)6.4 km (N)6.5 km (W)

3. Areas used by protected, important orsensitive species of flora or fauna forbreeding, nesting, foraging, resting,over wintering, migration None -4. Inland, coastal, marine or undergroundwaters None -5. State, National Boundaries Interstate boundary ofJharkhand and West Bengal. 10.63 S6. Routes or facilities used by the publicfor access to recreation or other tourist,pilgrim area None -7. Defense installations None -8. Densely populated or built-up area Bokaro Steel City 6.0 km (E)

9.

Areas occupied by sensitive man-madeland uses hospitals, schools, places ofworship, community facilities)Schools:1. The Pentecostal AssemblySchool2. B.S.L. Plus Two HighSchoolColleges:1. Ranvijay MemorialCollege2. Sinha Study Circle3. NJS College4. Madarasa Ahle SunnatImam Ahmad Raza5. Bokaro Steel City College6. S S College7. Guru Gobind SinghEducational Society'sTechnical Campus

7.4km SE8.14 SE8.86 SW7.59 E6.23 W10.83 SE10.45 E12.85 SE14.8 SE

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10. Areas containing important, highquality or scarce resources (groundwater resources, surface resources,forestry, agriculture, fisheries, tourism,minerals)None -

11. Areas already subjected to pollution orenvironmental damage. (those whereexisting legal environmental standardsare exceeded) None -12. Areas susceptible to natural hazardwhich could cause the project topresent environmental problems(earthquakes, subsidence, landslides,erosion, flooding or extreme oradverse climatic conditions)

None -

I hereby give an undertaking that the data and information given in the applicationand enclosures are true to the best of my knowledge and belief and I am aware that ifany part of the data and information submitted is found to be false or misleading atany stage, the project will be rejected and clearance give, if any to the project will berevoked at our risk and cost.Date :Place :

K.V. Reddy,Vice President (Env. Division)M/s. UltraTech Cement Limited(Unit : Pataliputra Cement Works)Mahakali Caves Road,Ahura Centre, 1st Floor, Andheri (E)Mumbai – 400093, Maharashtra.

PRE-FEASIBILITY REPORT

For

PROPOSED CEMENT GRINDING UNITOF 3.0 MTPA

At

Gorabail Village, (Balidih Post)Balidih Tehsil, Bokaro District,

Jharkhand

By

M/s. ULTRATECH CEMENT LIMITED(UNIT : BOKARO CEMEN WORKS)

Regd. Office : Mahakali Caves Road,Ahura Centre, 1st Floor, Andheri (E)

Mumbai – 400093, Maharashtra.

1.0 EXECUTIVE SUMMARY

M/s. UltraTech Cement Limited (UTCL) (Unit : Bokaro Cement Works) hasproposed Cement Grinding Unit of 3.0 MTPA capacity at Gorabali Village (BalidihPost), Balidih Tehsil, Bokaro District of Jharkand State.The salient features of the project are given in Table – 1.Table – 1 : Salient Features of the Project

S.No.

Particulars Details1 Nature & Size of the Project Proposed Cement Grinding Unit of3.0 MTPA CapacityBy M/s. UltraTech Cement Limited(Unit : Bokaro Cement Works)2 Category of the Project Category “B”Location Details :3 Village Gorabali (Balidih Post)4 Tehsil Balidih5 District Bokaro6 State Jharkhand7 Latitude 230 40’ 59.92” N8 Longitude 860 03’ 58.52” E9 Topo sheet No. 73 I/210 Climatic Conditions of the Region Max. Temp. 0C – 44.1 0CMin. Temp. 0C – 2.6 0CRelative Humidity % - 39-55Annual rainfall – 1240.7 mmIMD Station : Bokaro – 6.0 km (E)11 Area Details :Total Plant AreaGreen Belt area 48.3 Ac. (19.54 ha.)15.94 ha. (33%)Environmental Setting Details (with approximate aerial distancefrom the plant site) :12 Nearest Town/ City Bokaro – 6.0 km – E14 Nearest National Highway/ StateHighway The National Highway(NH-23)connecting Bokaro - Ramgarh Sharif– 1.0 km – SW15 Nearest Railway Station Bokaro RS – 2.3 km (S)16 Nearest Airport Bokaro Airport – 7.5 km - E17 National Parks, WildlifeSanctuaries, Biosphere Reserveswithin 10 km radius None within 10 km radius

18 Reserved Forests/ ProtectedForests (PF) within 10 km radius19 River/ water body Garga Dam - 3.23 S

Damodar river - 6.4 NKhanjo River - 6.5 W20 Siesmic Zone Seismic Zone – III (Moderate)21 Project Cost Rs. 550 Cr.Basic Requirements for the Project :22 Water Requirement 500 KLDSource : Bokaro Industrial area

Development Authority (BIADA)23 Power Requirement 20 MWSource : Grid (Jharkhand StateElectricity Board)Emergency Back-up : 2 x 6 MW DGset24 Man Power Requirement During Construction stage approx.800 -1000 Manpower and later on60- 100 nos.Source : Unskilled / Semi-Skilled -Local Area; Skilled - Outside.

2.0 INTRODUCTION OF THE PROJECT/BACKGROUND INFORMATION

(I) IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

The Aditya Birla Group is India's first truly multinational corporation. It is theeighth-largest cement producer in the world. Global in vision, rooted in Indianvalues, the Group is driven by a performance ethic pegged on value creation forits multiple stakeholders. A US $41 billion (Rs. 2, 50,000 Crore) corporation, theAditya Birla Group is in the League of Fortune 500. Anchored by anextraordinary force of over 120,000 employees, belonging to 42 nationalities.Over 50 per cent of its revenues flow from its overseas operations spanning 36countries.UltraTech Cement Ltd. has an installed capacity of 67.7 Million Ton Per Annum(MTPA) of grey cement. UltraTech Cement has 12 integrated plants, 1clinkerisation plant, 18 grinding units and 7 bulk terminals. Its operations spanacross India, UAE, Bahrain, Bangladesh and Sri Lanka. UltraTech Cement is alsoIndia's largest exporter of cement reaching out to meet the demand in countriesaround the Indian Ocean and the Middle East.In the white cement segment, UltraTech goes to market under the brand name ofBirla White. It has a white cement plant with a capacity of 0.56 MTPA and 2 Wall

Care putty plants with a combined capacity of 0.8 MTPA. With 101 Ready MixConcrete (RMC) plants in 35 cities, UltraTech is the largest manufacturer ofconcrete in India. It also has a slew of specialty concretes that meet specificneeds of discerning customers.(II) BRIEF DESCRIPTION OF NATURE OF THE PROJECT

UltraTech Cement Limited (UTCL) (Unit : Bokaro Cement Works) proposesto install Cement Grinding unit of 3.0 MTPA capacity at Gorabali Village (BaliihPost), Bokaro District of Jharkhand State. UltraTech will manufacture OrdinaryPortland Cement (OPC), Protland Pozzolona Cement (PPC) & Portland SlagCement (PSC) from the plant.Details of the production capacities are given in table below :

S. No. Product Total Capacity (MT/day)1 OPC 1500 – 20002 PPC 2000 – 30003 PSC 6000 – 9000Note : *The total quantity will not be more than 3.0 MTPA.

(III) NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND ORREGIONIndian cement industry is large, growing and with consumption of185kg/capita/year in 2011 (compared to global average of ~300kg/capita/year) the country itself has the capacity to demand significantly morecement as it develops.Now with the government of India giving push to various infrastructure projects,housing facilities and road networks, the cement industry in India is currentlygrowing at an enviable pace and further growth in the Indian cement industry isexpected in the coming years. Therefore, there is an urgent need to increase theproduction capacity in the country.Hence, UTCL proposes to install a cement grinding unit of 3.0 MTPA capacity tocater the demand of cement in the regiona of Jharkhand.(IV) DEMAND- SUPPLY GAPCement growth is expected to be above the GDP growth of the country, which isexpected to be around 8% for the coming years. The Indian cement Industry ispoised for a period of significant growth and the demand for cement is expected

to match the current availability by the end of the current fiscal. Cement demandhas registered a CAGR of about 8.5% over the last decade. In fact, at the currentlevels of growth, the cement industry may have to add over 90 Million Tons ofcement capacity to meet the demand for cement over the next 5 years.Cement companies were operating at levels below capacity in the past but withthe demand and supply reaching equilibrium; almost all plants are working atabove 90% capacity. The rate of growth in cement demand is growing at a fasterpace as compared to the capacity expansion. This will improve the realizations ofthe industry in the coming year.(V) IMPORTS Vs INDIGENOUS PRODUCTION

Imports are not feasible. No cement export is envisaged. Cement produced in thestate will be consumed domestically.(VI) DOMESTIC/EXPORT MARKETS

The entire production is envisaged for the domestic market. The proposedcement production will cater to the cement demands in the state of Jharkhandand other neighboring states.(VIII) EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THEPROJECT

Direct and indirect employment will be generated due to the project. Duringconstruction phase, employment opportunity to approximately 800 – 1000persons is estimated.The total manpower requirement for the project will be 60 - 100 personsincluding skilled, semi-skilled and unskilled category during operational phase.

3.0 PROJECT DESCRIPTION

(I) TYPES OF PROJECT INCLUDING INTERLINKED ANDINTERDEPENDENT PROJECT, IF ANYNot applicable

(II) LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION,AND PROJECT BOUNDARY & PROJECT SITE LAYOUT WITH COORDINATES.UTCL proposes for a cement grinding unit from 3.0 MTPA capacity with anestimated project cost of Rs. 550.0 Crores near Gorabali Village, Balidih Post,Bokaro District of Jharkhand.The Plant area is a part of the Survey of India Toposheet No. 73 I/2. The site fallsbetween 23°40'8.04"N- 23°41'8.54"E, and 86°03'58.52"N - 86°04'44.49"E, withan average altitude of 240 m above MSL.The location map of the Plant site is shown in Figure – 1.The State Highway connecting Bokaro to Jaina is located at a distance of about1.0 km in SW direction.The National Highway (NH-23) connecting Bokaro - Ramgarh is located at adistance of about 1.0 km in SW direction, the nearest railway station is located atBokaro RS which is 2.5 km in SE direction.Nearest Settlements from the Plant site is Bokaro Stell Plant – 1.0 km – EFeatures surrounding the plant site are seen in Figure – 2. Figure - 3 shows thestudy area of 10 km radius around the Plant site and Figure – 4 shows the 5 kmradius map.

FIGURE – 1LOCATION MAP

PLANT SITE

FIGURE – 2GOOGLE IMAGE

FIGURE – 310 KM RADIUS MAP

FIGURE – 45 KM RADIUS MAP

(III) DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OFSELECTING THE PROPOSED SITE, PARTICULARLY THE ENVIRONMENTALCONSIDERATIONS GONE INTO SHOULD BE HIGHLIGHTED.Since the proposed project is located in Industrial area, no alternate sites wereconsidered.(IV) SIZE OR MAGNITUDE OF OPERATIONIt is proposed to install a cement grinding unit from 3.0 MTPA capacity.(V) PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATICDIAGRAM/FLOW CHART SHOWING THE PROJECT LAYOUT, COMPONENTSOF THE PROJECT ETC. SHOULD BE GIVEN. PROJECT DESCRIPTION ANDPROCESS DETAILS:

Project DescriptionS. No. Product Total Capacity (MT/day)1 OPC 1500 – 20002 PPC 2000 – 30003 PSC 6000 – 9000Note : * The overall production will not exceed 3.0 MTPA.

The Manufacturing Process details comprises of: Clinker handling Fly ash handling Gypsum storage & handling Slag handling Cement production and storage Cement packing and dispatch.

Clinker handling: Clinker is being received at plant site by road/ rail and unloaded atsite into silo by Wagon Tipler / Truck Tiplers. From the silo, clinker is being conveyed tomill hopper by a combination of extraction equipment and belt conveyors.Fly ash handling: Fly ash from source is being transported closed containers & fed intosilo through pneumatic / mechanized system. Fly Ash extraction arrangement is directlyinstalled just below the silo and fed to cement mill.Gypsum storage & handling : Gypsum received by road / rail and unloaded by wagontippler / Truck Tiplers and transported by a belt conveyor and stored in a covered shed.

Gypsum being reclaimed by pay loader & dozer and fed to ground level hopper / BRUfor further conveying to Mill hoppers.Slag storage & handling: Slag will be received by Rail / road and unloaded by WagonTipler / truck tippler and transported to storage by a belt conveyor. Slag will bereclaimed by re-claimer / Pay Loader & Dozer for further conveying to Mill hoppers byconveyors.Cement Production: For PPC Production Clinker, Flyash and Gypsum is grounded inRoller Press / VRM and for PSC clinker with gypsum and slag is ground in Roller Press /VRM and for the composite cement Clinker, Flyash, Slag and Gypsum are grounded inRoller Press / VRM. In VRM / Roller Press, Set of rollers are used for grinding. Thedischarge from Mill is being lifted by air fed to a high efficiency separator. Fines fromthe separator being collected in the cyclones / Bag House and further transported to theCement Silo. The coarse material from the separator is being fed directly to the MillTable / Roller Press. Partial quantity of Separator circulating air is vented through a BagFilter / Bag House. Fines collected in a Bag House are being transported to CementStorage Silo by a System of Air Slides & Elevator. Further also Slag and Clinker withGypsum is ground separately in Mill / Roller Press and store in silos. At Silo extractionMixer is installed to mix the OPC & Ground slag for manufacturing of PSC cement andPPC and Ground slag is mixed in mixer for manufacturing of Composite cement. Allthese cement are stored in separate Cement silos.Hot Air Generator with Coal Grinding Mill: Hot air required for removal of moisture.Hot air is generated from hot air generator. Coal shall be used as fuel which will beground in Coal Mill.Cement Packing and Dispatch: Rotary electronic packing machines will be used forpacking of cement. Loading of packed bags on trucks shall be done by truck loadingmachines by operators.(VI) RAW MATERIAL REQUIRED ALONG WITH ESTIMATED QUANTITY, LIKELYSOURCE, MARKETING AREA OF FINAL PRODUCTS/S, MODE OF TRANSPORT OFRAW MATERIAL AND FINISHED PRODUCTThe raw material requirement and source of the raw materials for the cement grindingunit is given in table below :

RAW MATERIAL REQUIREMENT

S.NO. SECTION REQUIREMENT

TPD SOURCEDISTANCE &

MODE OFTRANSPORT

1 Clinker 4500 Mother plant at Rawan CementWorks – Raipur , Hirmi CementWorks – Raipur and other sisterconcern plants of UTCL 550 kmRoad/rail2 Gypsum 400 Paradeep , Haldia and Importedfrom Oman & other availablesources 400 kmRoad/rail3 Blast FurnaceSlag 4500 Jamshedpur Steel Plant &Bokaro Steel Plant & NearbyPlants 100 kmRoad/rail4 Fly ash 2000 SAIL, Bokaro/ Electro Steel &Nearby Plants Road/rail

Fuel Requirement :

S.No. Name Requirement

MT/Day

Source Distance &Mode Of

Transport1 Fuel 400 Imported/Indigenous Road/rail2 HSD/FO 50 KLD From Nearby Fuelpumps Road/rail(VII) RESOURCES OPTIMIZATION/ RECYCLING AND REUSE ENVISAGED IN THE

PROJECT, IF ANY, SHOULD BE BRIEF OUTLINED

Dust collected from air pollution control equipments will be recycled into theprocess. Water used for cooling will be partially absorbed in the process and/orpartially subjected to evaporation and recycling and hence, no wastewaterwill be discharged from the plant premises. About 4 KLD of Domestic wastewater generated from the plant and the samewill be treated in septic tank followed by soak pit.

(VIII) AVAILABILITY OF WATER ITS SOURCES, ENERGY /POWER REQUIREMENTAND SOURCES SHOULD BE GIVEN

Power : Power requirement will be 20 MW. It will be sourced from JharkhandState Electricity Board.

Water : Water requirement for the proposed plant is 500 m3/day and is sourcedfrom Bokaro Industrial Area Development Authority (BIADA).WATER CONSUMPTION (M3/DAY)

Sl. No. Purpose Existing unit1. Process 4952. Domestic 5Total 500

(IX) QUANTITY OF WASTES TO GENERATED (LIQUID AND SOLID) AND SCHEMEFOR THEIR MANAGEMENT/DISPOSAL)

Water used for cooling will be partially absorbed in the process and/orpartially subjected to evaporation and recycling and hence, no wastewaterwill be discharged from the plant premises. Domestic wastewater generated from the plant will be treated in septic tankfollowed by soak pit. Dust collected from the APCEs is being / will be totally recycled to theprocess. Used oil & grease generated from plant machinery / Gear boxes as HazardousWaste is being /will be partly used in oiling and greasing as lubrication ofexternal parts of machinery and partly is being / will be sold to the CPCBauthorized recycler.

4.0 SITE ANALYSIS

(I) CONNECTIVITY

The State Highway connecting Bokaro to Jaina is located at a distance of about1.0 km in SW direction.The National Highway (NH-23) connecting Bokaro - Ramgarh is located at adistance of about 1.0 km in SW direction, the nearest railway station is located atBokaro RS which is 2.5 km in SE direction.(II) LAND FORM, LAND USE AND LAND OWNERSHIPProposed plant will be located in an area of 48.30 acres (19.54 ha.) Out of thatarea Greenbelt is 6.5 ha. Built-up area is 13.04 ha.

Plant Area Break upParticulars Existing Plant Area (ha.)Clinker Grinding Unit including railwaysiding 13.04Greenbelt / Plantation 6.50Total 19.54

(III) TOPOGRAPHY (ALONG WITH MAP)

The Plant area is a part of the Survey of India Top sheet No. 73 I/2. It is a flat landand the average elevation of 240 m above MSL. Fig –3 shows the 10 km radiusaround the plant site.(IV) EXISTING LAND USE PATTERN (AGRICULTURE, NON-AGRICULTURE,FOREST, WATER BODIES (INCLUDING AREA UNDER CRZ)), SHORTESTDISTANCES FROM THE PERIPHERY OF THE PROJECT TO PERIPHERY OFTHE FORESTS, NATIONAL PARK, WILD LIFE SANCTUARY, ECO SENSITIVEAREAS, WATER BODIES (DISTANCE FORM THE HFL OF THE RIVER), CRZ. INCASE OF NOTIFIED INDUSTRIAL AREA, A COPY OF THE GAZETTENOTIFICATION SHOULD BE GIVEN)

Proposed Cement Grinding unit of UTCL will be siuated in an area of 48.30 ac.Entire land belongs to Bokaro Industrial Area Development Authority (BIADA).(V) EXISTING INFRASTRUCTURE

Total plant area is 19.54 ha (48.30 Ac.). UTCL will develop the followinginfrastructure within the project site.Workshop : A common mechanical and electrical workshop will be located totake care of the regular maintenance/repair jobs in the plant.Machinery stores : A store building will be needed for storing tools, spare parts,consumables, etc.Cranes, Monorails and Pulley blocks : Adequate sized maintenance cranes,monorails and pulley blocks at all suitable locations at the plant for ease ofmaintenance and operation.Time and Security office : At the entrance of the main plant, a time office and asecurity office will be constructed.

Dispensary : A small dispensary with first aid facilities will be provided withinthe unit premises.Weighbridge : Electronic weighbridges will be made available to take care of theincoming and outgoing materials.Bags godown : Space will be provided in the packing plant area for the storageof bags.Parking : Adequate parking space will be provided in the unit premises for theparking of vehicles.(VI) SOIL CLASSIFICATION

The soils of Bokaro district can be broadly grouped into the soil developed indifferent formation like Granite or Granite Gneiss of Archean Age, Sand Stone andshales of Gondwana Foundation and Alluvial Plain.Texturally the soils of Bokaro district have been classified into four classes as :-a) Stony and Gravelly : These are low grade soils having a large admixture ofcobbles, pebbles and gravels generally found at the base of the hills.b) Sandy Soils : It is found near the stream beds containing 60% sand and areeasily drained. These are poor in respect of fertility and requires heavymanuring.c) Loamy Soils : These consists mostly of detaitus of decomposed rocks andvegetables matter. It is suitable for cultivation. Normally these are found invalleys near the hills.d) Clayey Soils : These soils are found near tank beds. It is sticky soils. Theirwater bearing capacity is very high. The area is very fertile but yielding capacityimproved with addition of sand, lime and organic manures etc.(VII) CLIMATIC DATA FROM THE SECONDARY SOURCES.The climate of Bokaro district is humid and sub-tropical. It is characterized byhot and dry summer from March, to October and Cold winter from November toFebruary. Humidity is high from July to September. The mean annual humidity isnearly 60%. In Summer the temperature rises 42 – 460 C. An average rainfall ofthe district is 1363.57mm.

(VIII) SOCIAL INFRASTRUCTURE AVAILABLETelephone and medical facilities are available in the nearby towns. Adequateinfrastructure will be developed by UTCL at Grinding Unit premises.Almost all the villages in the buffer zone are electrified. L.T. power is beingsupplied for drawing water from a large number of tube wells sunk around theimportant village of the buffer zone, for irrigation purpose.

5.0 PLANNING BRIEF

(I) PLANNING CONCEPT (TYPES OF INDUSTRIES, FACILITIES,TRANSPORTATION ETC) TOWN AND COUNTRY PLANNING/DEVELOPMENTAUTHORITY CLASSIFICATIONProposed industry is a cement Grinding unit. Transportation of raw material andfinal product is being /will be done via existing road and rail network.(II) POPULATION PROJECTIONTemporary influx of people will be there as the managerial and supervisory staffwill generally be outsider. UTCL provides employment for around 60 - 100persons directly(III) LAND USE PLANNING (BREAKUP ALONG WITH GREENBELT ETC)

Land use breakup is given in following table :S.No Land use breakup Area (Acres)1 Built Up Area including area forExpansion 32.02 Greenbelt 16.5

Total 48.30

Figure – 5 shows the layout of the plant site

FIGURE – 5 : PLANT LAYOUT

(IV) ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL)

UTCL has assessed the demand of infrastructure (Physical & Social) in nearbyarea of the plant site and development activities are being undertaken undercorporate social responsibilities program for rural development initiatives forthe upliftment of the nearby communities from time to time.(V) AMENITIES/ FACILITIES

UTCL has constructed dispensary, shopping complex, canteen etc. for thepermanent and contract employees.It is proposed to develop the amenities / facilities in nearby area of the plant siteas per requirement of local people of the nearby area under corporate socialresponsibilities programme.

6.0 PROPOSED INFRASTRUCTURE

(I) INDUSTRIAL AREA (PROCESSING AREA)

Infrastructure required for proposed cement grinding unit of 3.0 MTPA withallied facilities. The plant buildings/structure will include clinker silo, gypsumstorage, cement mill feed hoppers, cement mill building, weigh bridge, cementsilo, packing plant building & empty bag store, truck loading bay, wagon loadingplatform, wagon tippler, compressor room, laboratory, technical office, generalstore, workshop & security office.(II) RESIDENTIAL AREA (NON PROCESSING AREA)

No residential area is proposed.(III)GREENBELT

Greenbelt in area of 16.5 Ac. will be developed inside the plant boundary as perstatutory norms.(IV) SOCIAL INFRASTRUCTURE

UTCL has well-defined Corporate Social Responsibility (CSR) policy to Carryoutsocial development and welfare measures in the surrounding villages. Under CSRactivity UTCL has initiated community development projects, in the fields ofhealth, education and environmental preservation, in and around the plant.

(V) CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/RAIL/METRO/ WATERWAYS ETC)

Well connected with adequate roads facilities(VI) DRINKING WATER MANAGEMENT (SOURCE AND SUPPLY OF WATER)

Drinking water requirement for the proposed plant is 5 m3/day and will besourced from ground water.(VII) SEWERAGE SYSTEM

Domestic sewage of 4 m3/ day will goes to septic tank followed by soak pit.Sl. No. Purpose Requirement (m3) Disposal1 Domestic 5 Septic tank followed by soak pit.(VIII) INDUSTRIAL WASTE MANAGEMENT.No industrial wastewater generation from the process is envisaged.(IX) SOLID WASTE MANAGEMENTThe cement dust obtained from various pollution control devices shall berecycled and reused in the process and there will be no solid wastes in the plant.The hazardous waste generated i.e. waste lubricate oil from proposed expansionshall disposed as per the Hazardous waste (management and handling) rules andits amendments thereof.(X) POWER REQUIREMENT & SUPPLY / SOURCEExisting power requirement is 10 MW. Addition 10 MW is required for theproposed expansion. This will be sourced from grid. Presently DG set of 2 x 6 MWis used as emergency power back up. Additional 10 MW DG set is proposed forexpansion project.

7.0 REHABILITATION AND RESETTLEMENT (R & R) PLAN

(I) POLICY TO BE ADOPTED (CENTRAL/ STATE) IN RESPECT OF THEPROJECT AFFECTED PERSONS INCLUDING HOME OUSTEES, LAND OUSTEESAND LANDLESS LABORERS (A BRIEF OUTLINE TO BE GIVEN)Not applicable at this project is located within the Bokaro Industrial AreaDevelopment Authority (BIADA) Land. The land is already acquired byJharkhand Govt.

8.0 PROJECT SCHEDULE & COST ESTIMATES

(I) LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATE OFCOMPLETION (TIME SCHEDULE FOR THE PROJECT TO BE GIVEN)The project will start only after obtaining Environmental Clearance and otherclearances from statutory authority. Project will be completed in 22 monthsperiod after getting all the regulatory approvals.(II)ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OFECONOMIC VIABILITY OF THE PROJECT

Project Cost: Rs. 550 CroresCost for Environment Protection Measures :Capital Cost : Rs. 25 CroresRecurring cost/ annum : Rs. 0.5 Crores/annum

9.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

(I) FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THEBENEFIT TO THE LOCAL PEOPLE INCLUDING TRIBAL POPULATION, IF ANYIN THE AREAProposed project will result in growth of the surrounding areas by increasingdirect 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 medical facilities,education to underprivileged and creation of self-help groups.Jharkhand state will get revenues in terms of taxes and local people will getdirect & indirect employment. Business opportunities for local community willbe available like transport of cement to market, fly ash transport from powerplant, maintenance & house-keeping contract work etc.

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