Mining Plan Sonadih Limestone Deposit Ml-3

MINING PLAN alongwith PROGRESSIVE MINE CLOSURE PLAN OF SONADIH LIMESTONE DEPOSIT ML-3

Area 19.219 Ha

VILLAGE – KHAPRI, TEHSIL – BALODA BAZAR, DISTRICT – BALODA BAZAR-BHATAPARA (CHHATTISGARH)

CATEGORY “A” FULLY MECHANIZED

Govt. Land – 1.284 Ha Private Land – 1.819 Ha Forest Land – 16.116 Ha (bade jhad ka jungle)

State Govt. letter AF 3-42/2010/12, Naya Raipur dated 17/10/2016

SUBMITTED TO THE COMPETENT AUTHORITY FINAL SUBMISSION (INDIAN BUREAU OF MINES,RAIPUR REGIONAL OFFICE) FEB 2017

UNDER RULE 16 (1) OF MINERALS (OTHER THAN ATOMIC AND HYDROCARBON ENERGY MINERALS) CONCESSION RULES 2016 AND UNDER RULE 23 B OF MCDR 1988

Applicant: M/s Lafarge India Private Limited IBM/378/2011 Sonadih Cement Plant, Post- Raseda, Tahsil- Baloda Bazar, District- Baloda Bazar-Bhatapara, Chhattisgarh 493332 Email: [email protected]

Qualified Person: Shalabh Saha (Director) Geo Solutions (P) Ltd. HIG-21, Hudco Colony, Amdi Nagar, Bhilai, District – Durg, Chhattisgarh - 490009 Tel.: 09425123191, 0788-2242913 & Email: [email protected] MINING PLAN

alongwith PROGRESSIVE MINE CLOSURE PLAN OF SONADIH LIMESTONE DEPOSIT ML-3

Village- Khapri, Tehsil-Baloda Bazar, District – Baloda Bazar-Bhatapara (Chhattisgarh)

CATEGORY “A” MINE FULLY MECHANIZED

Area 19.219 Ha

Govt. land – 1.284 Ha Private land – 1.819 Ha Forest land – 16.116 Ha

State Govt. letter No. AF 3-42/2010/12, Naya Raipur dated 17/10/2016

SUBMITTED TO THE COMPETENT AUTHORITY (Indian Bureau of Mines, Raipur Regional Office)

Under Rule 16 (1) of Minerals (Other Than Atomic and Hydrocarbon Energy Minerals) Concession Rules 2016 And Under Rule 23 B of MCDR 1988

Applicant: Qualified Person: M/s Lafarge India Private Limited Shalabh Saha IBM/378/2011 Geo Solutions (P) Ltd. HIG-21, Hudco Colony, Amdi Nagar, Correspondence Address: Bhilai, District – Durg (C.G.)-490009. Sonadih Cement Plant, Phone: 0788-2242913 Post-Raseda, Tehsil-Baloda Bazar Email: [email protected] District-Baloda Bazar- Bhatapara, Chhattisgarh - 493332 CHAPTER PAGE No. 1.0 Introduction 1-3

2.0 General 4-6

3.0 Location and accessibility of area / mines 7-9

4.0 Details of approved Mining Plan (if any) 10-10

5.0 Review of Earlier Approved Proposal 11-11

6.0 Geology and Exploration 12-33

7.0 Mining 34-55

8.0 Underground Mining 56-56

9.0 Mine Drainage 57-59

10.0 Stacking of Mineral Reject/Sub Grade Material and Disposal of waste 60-61

11.0 Use of Mineral and Mineral Reject 62-64

12.0 Processing of ROM and Mineral Reject 65-67

13.0 Other 68-72

14.0 Progressive Mine Closure Plan-Under Rule 23 of MCDR’ 1988 73-103

Annexure No. Documents and Annexure Page No. Annexure I Consent letter Certificate/Undertaking from the applicant 104-104 Annexure II Certificate from Qualified Person (Shalabh Saha) 105-105 Annexure II A Certificate from Qualified Person (Nitesh Raghuvanshi) 106-106 Annexure III Photographs of the area 107-108 Annexure IV Experience Certificate of Qualified Person (Shalabh Saha) 109-110 Annexure IV A Experience Certificate of Qualified Person (Nitesh Raghuvanshi) 111-112 Annexure V Certificate of Incorporation of the company 113-113 Annexure VI List of Board of Directors 114-114 Annexure VII Copy of the Board of Resolution for appointment of the owner 115-115 Annexure VIII ID and address proof of the Nominated owner 116-116

Annexure IX Copy of recent LOI issued by the State Govt. for submission of 117-120 Mining Plan Annexure X Copy of the Prospecting Report alongwith “Form –K” 121-141 Annexure XI Pre-Feasibility Report 142-181 Annexure XII Chemical Analysis Report from NABL 182-184 Plans & Sections

S. Plans & Plates Scale No. Section No.

1 I KHASRA PLAN SHOWING AREA UNDER M.L. 1:4,000

2 II KEY PLAN 1:50,000

3 II A LOCATION MAP Not to scale 4 III ENVIRONMENT PLAN 1:5,000

5 IV SURFACE PLAN 1:1,000

6 V SURFACE GEOLOGICAL PLAN 1:1,000

7 V -A GEOLOGICAL CROSS-SECTIONS 1:1,000

8 VI COMPOSITE DEVELOPMENT & PRODUCTION PLAN AND SECTIONS 1:1,000

9 VI -A FIRST YEAR DEVELOPMENT & PRODUCTION PLAN 1:1,000

10 VI -B SECOND YEAR DEVELOPMENT & PRODUCTION PLAN 1:1,000

11 VI -C THIRD YEAR DEVELOPMENT & PRODUCTION PLAN 1:1,000

12 VI -D FOURTH YEAR DEVELOPMENT & PRODUCTION PLAN 1:1,000

13 VI -E FIFTH YEAR DEVELOPMENT & PRODUCTION PLAN 1:1,000

14 VII CONCEPTUAL PLAN 1:1,000

15 VII -A CONCEPTUAL SECTIONS 1:1,000

16 VIII RECLAMATION PLAN 1:1,000

17 IX FINANCIAL AREA ASSURANCE PLAN 1:1,000 Mining Plan SONADIH LIMESTONE DEPOSIT, ML-3 (area 19.219 Ha), District – Baloda Bazar Bhatapara (Chhattisgarh) M/s Lafarge India Pvt.Limited

1.0 INTRODUCTION

Details of the Company: Lafarge India Private Limited (LIPL) is a subsidiary of Lafarge, a world leader in building materials, with Headquarter in Paris (France) and top-ranking position in the Cement, aggregates & Concrete businesses. In 1833 Lafarge started its operations and contributed to the first major project - the Suez Canal in Egypt in 1864. With over 180 years of experience and knowledge gained from operations across the world, Lafarge contributes to the construction of cities by providing innovative solutions. LIPL is operating six cement plants in India, two integrated plants in the state of Chhattisgarh, one in Rajasthan and one each grinding/ blending stations in West Bengal, Jharkhand and Haryana. LIPL produces and sells Ordinary Portland Cement, Portland Slag Cement, and Portland Pozzolana Cement. The Total cement production capacity of LIPL in the Indian market currently stands at around 11 million tonnes per year. Sonadih Cement Plant, a unit of LIPL, is located near Sonadih village, Balodabazar Tehsil of Balodabazar-Bhatapara District in Chhattisgarh state. The present plant capacity is 3.5 mtpa clinkers which require 5.5 million tonne per annum of limestone. This new mine with production capacity of 0.1 million tonnes per annum will full-fill the part of requirement. Out of the total clinker production, about 12-15% clinker is utilized at Sonadih Cement Plant for manufacturing of Portland Pozzolana Cement, while 85-88% clinker would continue to be sent to Jojobera grinding unit.

Lafarge India Pvt. Ltd (mines and plants) have received various awards from MOEF, GreenTechnical Foundation, NCBM, MOCCM, CII in relation to energy saving and mines have received awards from IBM and DGMS during MEMCW and mines safety week celebrations.

Details of the lease held by LIPL in the state of Chhattisgarh.

S. No. Name Location Area (Ha) Validity 1 Sonadih Limestone District- Baloda 444.763 15/01/1986 to Mines bazaar Bhatapara 14/1/2026 2 Arasmeta Limestone District- Janjgir 499.987 31/05/1979 to Mines (Lease 1 & 2) Champa 31/03/2030 3 Arasmeta Limestone District- Janjgir 46.292 18/06/1997 to Mines, Lease no.- 3 Champa 17/06/2047 4 Kirari Limestone Mines District- Janjgir 167.048 26/8/2000 to Champa 25/8/2050 5 Chilhati Limestone District- Janjgir 1085.365 15/12/2015 to Mines Champa 14/12/2065

Chronological history of the applied mining lease: S. Referred Document Chronology of PLs & ML Date No. No Prospecting License granted over an area of 1 24-Apr-02 F 2-126/2001/M 86.35 Ha Prospecting License granted over an area of 2 25-Jan-06 F 2-28/2002/12 180.012 Ha Prospecting License granted over an area of 3 13-Jan-06 F 2-38/2002/12 21.959 Ha Prospecting License granted over an area of 4 18-Jan-06 F 2-80/2003/12 128.147 Ha Prospecting License granted over an area of 5 13-Jan-06 F 2-125/2001/12 92.165 Ha Received at 6 Applied for Mining Lease in Form D 31-Jul-06 Collectorate Raipur 26-May-16 District Mining Office recommended 19.219 Letter forwarded to 7 & Ha area out of total applied 25.019 Ha MoM, Naya Raipur 20-July-16

Mineral Resource Department, Govt. of Chhattisgarh issued letter of intent to grant mining lease for limestone with period of 50 AF3-42/2010/12 8 17-Oct-16 years over an area of 19.219 Ha in village Dated 17.10.2016 Khapri, Tehsil - Baloda Bazar, Dist – Baloda Bazar - Bhatapara

The State Govt. has issued a letter of intent for sanction of mining lease vide letter No. AF 3- 42/2010/12, Naya Raipur dated 17/10/2016. The sanctioned mining lease is a part of Prospecting license areas of 92.165 Ha and 21.959 Ha, during the recommendation for mining lease, the area has been reduced to 19.219 Ha (copy of the letter is enclosed as Annexure No. IX). Earlier the prospecting license was granted to the company and accordingly prospecting report has been submitted. (copy of the Prospecting Report is enclosed as Annexure No. X).

The Mining Plan is being submitted for approval under Rule 16(1) of Minerals (other than atomic and hydrocarbon energy minerals) Concession Rules 2016.

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1.0 GENERAL

2.1 Name of applicant / lessee M/s Lafarge India Private Limited (LIPL) 2.2 Rule 45 IBM registration Number IBM/378/2011 2.3 Local correspondence Address Sonadih Cement Plant Post – Raseda, Tehsil - Balodabazar District BalodaBazar - Bhatapara State Chhattisgarh Pin code 493332 Phone Phone +91-7727-227226 Fax +91-7727-272227 Email [email protected] 2.4 Status of applicant/lessee Private Limited Company 2.5 Registered Office of the Equinox Business Park (Peninsula Techno Park), Tower 3, East Wing, 4th Floor, Off Bandra-Kurla Company Complex, LBS Marg, Kurla-West, Mumbai-400070 Email: [email protected] Phone/fax: 02261202628 2.6 Correspondence Address Sonadih Cement Plant Post – Raseda, Tehsil - Balodabazar 2.7 Name of the Directors with full address Email: [email protected], Phone/fax: 02261202628 S.N. Name of the Directors Designation Address 1 Ujjawal Batria Managing Flat No. 302, 3rd floor, Wilnomona B/62, Director Pali Hills, Nargis Dutt Road, Bandra West, Mumbai-400050 2 Renu Sud Karnad Director BB-14, Greater Kailash, Enclave –II, New Delhi-110048 3 Vinayak Chaterjee Director E-2278, Palam Vihar, Gurgaon-122017 Haryana- 4 Indu Ranjit Shahani Director Flat No. 56, Hill Park, A G Bell Road, Malabar Hill, Mumbai-400006 5 Jean Desazars De Director 17, Baulevard Delessert 75016 Parris, Montgailhard France 6 Fredric Guimbal Director 71, Oceanside, Carter Road, Bandra West, Mumbai-400051

Note:- Shri Ujjawal Batria is the nominated owner of the Company.

Certificate of Incorporation is enclosed as Annexure No. V.

List of Board of Directors is enclosed as Annexure No. VI.

The Board of Resolution for appointment of Shri Ujjawal Batria as Owner of the mines is enclosed as Annexure No. VII.

Copy of ID & address proof of the Nominated Owner is enclosed as Annexure No. VIII.

2.8 Mineral(s) which is /are included in Limestone the prospecting licence (for fresh grant) 2.9 Mineral(s) which is /are included in Limestone the letter of intent / lease deed 2.10 Mineral(s) which is the applicant / Limestone lessee intends to mine 2.11 Name of qualified person under Shalabh Saha rule 15 of MCR, 2016 preparing Mining Plan Address Geo Solutions (P) Limited HIG-21, Amdi Nagar, HUDCO Colony, Bhilai, District- Durg (C.G.), PIN-490009 Phone- 09425123191 Email:- [email protected] Copy of the qualification certificate is enclosed as Annexure No. IV. 2.12 Name of person employed under Nitesh Raghuvanshi clause (c) of sub rule (1) of rule 42 of MCDR 1988 Address Lafarge India Private Limited Sonadih Cement Plant, Post – Raseda, District - Balodabazar Copy of the qualification certificate is enclosed as Annexure No. IV A. 2.12 Name of person employed under Will be employed during the execution of the clause (c) of sub rule (1) of rule 42 of lease. MCDR 1988

2.13 Reference letter of State Govt. The State Govt. has issued a letter of intent for /Letter of Intent for lease. sanction of mining lease vide letter No. AF 3- 42/2010/12, Naya Raipur dated 17/10/2016. (copy of the same is enclosed as Annexure No. - IX). 2.14 prior approval of central Not applicable government reference if any.

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3.0 LOCATION AND ACCESSIBILITY OF AREA / MINES

3.1 Name of the Mine Sonadih Limestone Mine, ML-3 3.2 Lease No. & Mine code After, approval of this Mining Plan, the mine code will be granted. 3.3 Date of grant of lease After, approval of this Mining Plan, the lease will be granted. 3.4 Period / Expiry Date Not applicable 3.5 Location of Mine/ area Village Khapari Tahsil Baloda Bazar Police station Baloda Bazar District Baloda Bazar - Bhatapara Pin code 493332 3.6 Postal Address for mines Post Raseda Tahsil Baloda Bazar District Baloda Bazar - Bhatapara Pin code 493332

Phone Phone- +91-7727-227226 Fax Fax- +91-7727-272227 e-mail nitesh.raghuvanshi@ lafargeindia.in 3.7 Details of Details of applied / lease area with location plan (type of land-reserve forest, protected forest, other forest, waste land, grazing land, agricultural land and other specify)

3.7.1 a) Non-Forest area with Area Khasra (Ha) No. khasra / survey no. 1.284 140/2 & 141/1 (Govt. land) 1.819 141/3, 141/17 & 141/7( Private lands) 3.7.2 b) Forest area with khasra / Area Khasra survey no. (Ha) No. 16.116 140/1 (bade Jhad ka Jungle) Total (a + b) 19.219 Ha 3.8 Wheter the area falls under N. A. Coastal Regulation Zone (CRZ) if any, details thereof 3.9 Existing of public road / railway line, if any nearby and approximate distance a) Approach route / railway The nearest Railway Station is Bhatapara at a line, if any nearby and distance of about 40 km. approximate distance b) Approach route from The District Headquarter Balodabazar is about 12 District Headquarter to area/ km from the lease area. mine site c) Approach route from IBM The lease-hold area can be approached by own Regional office to area / conveyance from Raipur via Simga-Balodabazar- mine site Raseda. The distance from Raipur to lease area is about 100 km. 3.10 Toposheet No. The area falls in Toposheet No. 64 K/1 and K/2. Lat /Long of any boundary The area falls between point /pillar fixed reference Latitudes 210 43’ 31” to 210 44’ 25” N point (FRP) Longitudes 820 11’ 47” to 820 12’ 36” E The Khasra Plan is enclosed as Plate no. I, Key plan is enclosed as location plan as Plate no. II and Location Plan is enclosed as Plate no. II A.

Summary of the land use is as under (Area in Hectares):

Forest land Non- Forest land Type Area Type Area (i) Reserve Forest Nil (i) Govt. waste land Nil (ii) Protected Forest Nil (ii) Govt. grazing land 1.284 (iii)Wild Life Sanctuary Nil (iii)Pvt. Agriculture irrigated land 1.819 (iv)Bird Sanctuary Nil (iv)Pvt. Agriculture non-irrigated land Nil (v) Others (bade Jhad ka Jungle) 16.116 (v) Pvt. other land Nil -- -- (vi)Others (specify) Nil Total 16.116 Total 3.103 G. Total 19.219 Ha

The co-ordinates of boundary pillars have been taken by GPS (WGS/84) are as under:

BP Nos. Latitudes Longitudes BP Nos. Latitudes Longitudes BP -1 210 44’ 33.14” 820 13’ 03.25” BP -13 210 44’ 31.80” 820 12’ 44.59” BP -2 210 44’ 33.31” 820 13’ 00.47” BP -14 210 44’ 34.52” 820 12’ 44.98” BP -3 210 44’ 34.44” 820 13’ 00.41” BP -15 210 44’ 37.78” 820 12’ 44.92” BP -4 210 44’ 35.03” 820 12’ 52.90” BP -16 210 44’ 41.60” 820 12’ 51.35” BP -5 210 44’ 34.17” 820 12’ 52.94” BP -17 210 44’ 42.28” 820 12’ 53.89” BP -6 210 44’ 34.02” 820 12’ 50.62” BP -18 210 44’ 44.14” 820 12’ 56.92” BP -7 210 44’ 32.40” 820 12’ 50.82” BP -19 210 44’ 44.87” 820 12’ 59.53” BP -8 210 44’ 18.18” 820 12’ 50.78” BP -20 210 44’ 44.05” 820 12’ 59.37” BP -9 210 44’ 18.02” 820 12’ 49.65” BP -21 210 44’ 43.90” 820 13’ 02.15” BP -10 210 44’ 21.98” 820 12’ 47.22” BP -22 210 44’ 37.99” 820 13’ 01.21” BP -11 210 44’ 22.96” 820 12’ 46.82” BP -23 210 44’ 34.47” 820 13’ 03.04” BP -12 210 44’ 25.94” 820 12’ 46.33” BP -24 210 44’ 33.63” 820 13’ 04.36”

Note: The co-ordinates are not authenticated by the State Govt. * * * * *

4.0 DETAILS OF APPROVED MINING PLAN/ SCHEME OF MINING (if any)

4.1 Date and reference of earlier approved MP/SOM. S. Type of Approval Lease area Proposal No Document & Letter No. & Date for which from - to rule which approval under prepared given (ha) This is a fresh Mining Plan, and being submitted for approval

4.2 Details of last modifications if any (for previous approved period) of approved MP/SOM, indicating date of approval, reason for modification. Modification Approval Reason for Area Period for (MP/SOM) Letter No. & Date modification (ha) modification Rule under modified This is a fresh Mining Plan, and being submitted for approval

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5.0 REVIEW OF EARLIER APPROVED PROPOSAL (Exploration, Development, Reclamation, etc.)

This is a fresh Mining Plan, and being submitted for approval, hence review of earlier proposal does not arise.

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6.0 GEOLOGY AND EXPLORATION

6.1 Estimated mineral resources in last approved Mining plan/ scheme of mining documents:

This is a fresh Mining Plan, and being submitted for approval, hence resources of earlier approved Mining Plan does not arise.

6.2 Depletion / Production of mineral in last five years period from ………. to ……..

Since, the mining operation is not started, hence no depletion in earlier approved quantity.

6.3 Balance estimated mineral (6.1 minus 6.2): This is a fresh Mining Plan, and the reserves and resources of limestone have been estimated fresh.

6.4 Briefly describe the topography, drainage pattern, vegetation, climate, rainfall data of the area applied/ mining lease area. 6.4.1 Physiography: The topography of the area is almost a flat having gentle slope towards northern direction. The maximum contour level is 242 mRL near the southern boundary and minimum is 236 mRL near the northern boundary.

6.4.2 Drainage Pattern: The Shivnath River flows from north to south and suddenly takes turn near the northern boundary of the existing lease of the company which is about 1.5 km from this lease area and flows towards ESE direction. The River Shivnath and its tributaries viz Khorsi Nala and Jamuniya nala control drainage of the area. Various streams originate from this and forms a network to join this nala, which finally flows in SW-NE direction and meets the river Shivnath exhibiting dendritic pattern in the most of the area. Beloda branch of the Mahanadi canal enters the area from SSW part of the lease area and passes towards northern part distributing water to the villages in its course. All the seasonal nalas flow into the Shivnath River.

6.4.3 Vegetation: The common species in nearby villages are Babool, Neem, Pipal, Bargad, Imli, Amla, Gulmohar, etc.

6.4.4 Climate: The area has sub-tropical climate. May is the hottest part of the year with temperature reaching upto 470C; while the usual temperature ranges between 270C and 420C. January is the peak winter with temperature varying between 280C and 130C. Rainfall: The average annual rainfall ranging from 800 to 900 mm. The rainy season starts from June to September with maximum rain fall in the month of August. Sometimes intermittent showers accompanied by storm are experienced in March and April before the on-set of monsoon. The ground water-level monitored around the area was found to be in the range of 30 - 35 m, which corroborates from the finding of adjacent existing operation. The limestone is hard, compact and massive in nature and devoid of any secondary porosity like joint, fissures etc and to have potential ground water occurrence. Adjacent mining operation has reached upto a depth of 32 m and ground water has not yet encountered.

6.5 Regional Geology: Brief description of Regional Geology with reference to location of lessee/ applied area. The limestone and associated formation which is occurring near the village a part of Chhattisgarh Synclinorium and belonging to Chandi Formation of the Raipur Group of Chhattisgarh Supergroup. The limestone deposit is almost horizontally bedded with local dip from 20 to 50 towards north. The general strike of the limestone bed is east-west. The interacratonic Chhattisgarh Basin is crescent shaped and covers about 33,000 sq km area in almost the center of Chhattisgarh and adjoining parts of Orissa. The basin has a maximum length of about 300 km along ENE-WSW direction. The maximum thickness of sediments is estimated to more than 2 km and is epicontinental or stable shelf type.

GEOLOGY IN BRIEF: LITO-STRATIGRAPHY OF CHHATTISGARH BASIN (SOURCE: GSI MISCELLANEOUS PUBLICATION NO. 30, PART XXI, 2ND REVISED EDITION, 2006) Group Formation Member Intrusives Dolerite dyke Maniyari Purple shale with dolomite, dolomitic limestone and gypsum Hirri(70 m+) Grey dolomite, argillaceous dolomite Terenga Bilha Purple dolomitic argillite (180 m ?) Dagauri Green clay, chert and shale intercalation (tuffaceous?) Kusmi Pink to purple calcareous shale Chandi Nipania Purple and bedded limestone (67 m) Purple argillaceous stromatolitic dolomite Pendri / Purple and grey stromatolitic limestone and dolomite with flaggy Deodongar limestone-shale intercalation / ferruginous glauconitic arenite and shale Gunderdehi Newari Pink and buff stromatolitic limestone and dolomite Raipur Group Andha / Predominantly pink, purple and grey shale with limestone Dotopar intercalation / arenite / buff to green shale member in the middle Charmuriya Bagbura Purple limestone (phosphatic) (490 m) Kasdol Dark grey bedded limestone / argillaceous limestone with minor shale intercalations Ranidhar Cherty limestone and dolomite (phosphatic at places) Sirpur Chert and clay intercalation Kanspather White to pinkish glauconite quartz arenite Chapordih Purple, green, grey and black shale with fine quartz arenite intercalation CHHATTISGARH SUPERGROUPCHHATTISGARH Lohardih Ferruginous purple arkose and gritty wacke arenite with shale partings and conglomerate at the base Chadrapur Group (20 m) Unconformity Chhuipali Stromatolitic limestone and dolomite at the upper part (300 m?) Variegated shale with minor bedded limestone, chert, siltstone intercalations Bhalukona Quartz arenite / siltstone and minor shale Saripali Variegated shale with minor siltstone and limestone Porcellanite, tuff / tuffite

Singora Group SingoraGroup Rahikhol Feldspathic arenite, arkose and conglomerate at the base Unconformity Basement Archaean and Lower Proterozoic rocks

6.6 Local Geology: Detailed description of geology of the lease area such as shape and size of the mineral/ ore deposit, disposition variation various litho-units indicating structural features if any etc. Generally grey limestone are found on the northern part of the area followed by purple grey limestone and purple shale successively towards south and similarly the same sequence has been confirmed from borehole drilled during exploration. Thickness of limestone increases from SE towards NW direction in the direction of dip. The deposit is structurally undisturbed since having basin deposition. The local succession of the area is as under:

Soil (alluvial) Dolomite Grey Limestone Chandi Limestone formation Purple - Grey Limestone Purple Limestone

Purple Shale Gunderdehi Shale

Major portion of the area is covered by lateritic soil with grayish clayey/sandy soil at some places with an average thickness of 1 m. Limestone is extremely fine grained, anhedral and occurs as massive, hard compact body. Colour of limestone generally has a close relationship with quality. It is observed that the grey limestone have higher CaO content and less MgO content than the underlying purple limestone which has the intercalation of purple shale in depth.

6.7 Name of the prospecting agency: Lafarge entrusted the job of exploration to M/s. Drilltech Consultant, Kolkata under work order no SCP/O1N95/259056/1/1 dated 5th Jul 2002 and later vide Work Order No. LIPL/CPO- SER/EOO/GEO/SCP/05/5370 dated 18th May 2005. The address of the prospecting agency is: Drilltech Consultant, Pratapadiya road, Ground Floor, Kolkata- 700026.

6.8 Details of prospecting/ exploration already carried out: The area covers under Prospecting license of 92.165 Ha and 21.959 Ha areas, and the area applied for ML was 25.019 Ha, but during the recommendation for mining lease, the area has been reduced to 19.219 Ha. (Copy of the Prospecting Report is enclosed as Annexure No X). A systematic geological investigation over the recommended lease area was conducted by LIPL. The geological investigations include topographic survey, geological mapping, diamond core drilling and surface sample analyses. Subsequent to the grant of the PL, LIPL formulated an exploration program for the PL area. The execution of the exploration campaign was carried out under supervision of LIPL. The exploration activities were carried out in two different phases in the years 2002-2003 and 2006, respectively. Initially, a thorough reconnaissance of the PL area was carried out, in order to assess the potential area to start with the prospecting operations and exploration restricted within recommended ML potential limestone-bearing area with no mining constraints. As stated earlier, the entire area is concealed beneath soil cover, hence the lithologies exposed in dug wells/ dug pits formed the basis for borehole planning and subsequent exploration activities. Total of 9 vertical core boreholes were drilled with a total meterage of 270 m in the applied lease area. The summary of exploration activities carried out by LIPL during geological exploration campaign is given in the table below:

Exploration Activity Quantum of work No. of Core Boreholes 9 nos. Grid pattern 150 m x 150 m Total meterage 270 m Sample analysis for 8 radicals (CaO, MgO, SiO , 2 142 nos. Al2O3, Fe2O3, Na2O, K2O and LOI)

6.8.1 Number of pits and trenches indicating dimensions, spacing etc along and across the strike/ foliation with reference to geological plan. No pit / trench were dug for exploration.

6.8.2 Number of boreholes indicating type (Core/RC/DTH), diameter, spacing, inclination, collar level, depth etc with standard borehole logs duly marking on geological plan /sections.

The area has explored by drilling of 9 nos. of borehole with a 150 x 150 m grid pattern. (Bore- holes log and their analyses is enclosed alongwith the Prospecting Report as Annexure No X).

The details of boreholes are as tabulated below (Source: Form K):

S. BH No. Collar RL Diameter Co- ordinate Total Depth Inclination No. (m) of core N E (m) 1 CN_1 239.471 NX 2400 2600 30 Vertical 2 CN_2 238.526 NX 2550 2600 30 Vertical 3 CN_3 236.886 NX 2700 2600 30 Vertical 4 CN_4 236.874 NX 2700 2750 30 Vertical 5 CN_5 235.621 NX 2850 2750 30 Vertical 6 CN_6 237.058 NX 2700 2900 30 Vertical 7 CN_7 235.739 NX 2850 2900 30 Vertical 8 CN_8 238.659 NX 2550 3050 30 Vertical 9 EN_1 240.24 NX 2250 2600 30 Vertical Total 9 nos. ------270 m --

6.8.3 Details of samples analysis. A total of 142 nos. of borehole samples were collected for analyses of 8 radicals (CaO, MgO,

SiO2, Al2O3, Fe2O3, Na2O, K2O and LOI. Core samples recovered from the boreholes were preserved systematically in wooden core boxes during 2006, the entire cores of a particular borehole were splitted longitudinally into two halves. One half was sampled and sent for chemical analysis and the other half of the cores were kept with appropriate marking. Two meter length of homogeneous core was considered for preparation of sample unless there was a change in lithological characteristics. Proper sampling equipment (PW 4400 AXIOF- XRF) was used to ascertain iron-free milling and pulverization subsequent to chipping by jaw crusher. Two sets of powdered samples were prepared from the split–half core by standard method of coning and quartering and sieving to 100 mesh powder. The standard practice of levelling envelopes was followed. One set of sample was utilized for conducting chemical analysis and the other set was preserved for future reference. The sampling was done by LIPL’s expert.

6.8.4 Expenditure incurred in various prospecting operations. LIPL has invested an amount of Rs. 1.04 Crores for systematic and scientific exploration of all the 5 nos. of sanctioned PL areas, submitted Mining Plan is part of one of the sanctioned PL.

6.9 Method of mineral resource estimation (surface area method, cross section area method or software method).

6.9.1 Parameters for reserve estimation: Reserves and Resources as per UNFC with respect to the threshold value notified by IBM may be furnished in a tabular form as give below: (area explored under different level of exploration may be marked on the geological plan and UNFC code for area considered for different categories of reserves/ resources estimation may also be marked on geological cross-sections).

Submit a feasibility/ pre-feasibility study report along with financial analysis for economic viability of the deposit as specified under the UNFC field guidelines may be incorporated.

The reserves and resources of limestone has been estimated as per the UNFC guidelines by cross-sectional method. In consideration of the intensity of exploration carried out, the geological/ structural setup of the deposit and configuration of concession area clubbed with a number of constraints, estimation of limestone resources on the basis of geological cross sectional method has been adopted for limestone resource estimation. The cross sectional area was multiplied by 150 m, considering 75 m aerial extent on either side of the section line on north south. The quantity of overburden and rejects to be mined along with limestone has also been calculated by cross sectional method. The cross sections have been drawn along the section lines trending East-West on drilling grid and attitude of beds. In order to know the lateral and depth wise extent of mineralization, the lateral limits of mineralization on the cross sections have been marked on the basis of correlation with subsurface geology based on structural disposition and chemical analysis of core samples generated during drilling. The parameters considered for reserve estimation are as under: i) The total applied lease area is 19.219 Ha. ii) Mapping: The lease area has been surveyed by Total Station and preparing detailed topographical-cum-geological map including all surface geological features, extent of deposit, structural features, location of bore-holes and the assay-plan has been prepared on 1 : 1,000 scale with contour interval of 1 m, accordingly the Surface Plan has been prepared. iii)The grid along with temporary survey station points have been marked on the maps. iv)The general surface level of the area is 239 mRL, maximum surface level of the area is 242 mRL and minimum is 236 mRL. v) A total 9 vertical core bore-holes were drilled in the area, at 150 x 150 m grid interval.

vi) The reserve has been estimated by cross-sectional method. The limestone bearing areas have been estimated by cross-sectional method and its influence area. vii) The depth continuity of mineralization has been considered limited to the depth upto which direct evidence on mineralization is established through the boreholes. viii)The quality requirement of limestone for Cement Plan is under:

CaO% 42 ± 2 MgO% 3± 1

SiO2% 10± 2

ix) Limestone occurring in this area has been divided into three different categories so that the required feed to the cement plant is achieved by proper blending, to achieve the required quality obtained on day to day basis.

Classification CaO % MgO% Cement grade limestone (CGL) + 42 Max 4 Blendable limestone (BLST) 38 – 42 Max 4 Sub-grade limestone (SUB) 34 - 38 Max 4

x) The bulk density of limestone has been considered as 2.5. xi) The recovery of limestone has been considered as 90%. xii) The area covered under 150 x 150 m grid exploration has been considered under category G-1 and remaining area has been considered under category G-3.

The criteria and their complacence for exploration as per the Minerals (Evidence of Mineral Contents) Rules, 2015:

Guideline Work carried out during Consideration prospecting 1. Arial Reconnaissance: Not carried out -- Satellite imagery / remote sensing / airborne geophysical survey, etc. using appropriate technology (applicable for G-4 level) 2. Topographical & geological Topographical cum geological Considered under survey (mapping): mapping have been carried out G-1 level of Mapping on a 1: 2,000 or larger on a scale of 1:1,000. exploration scale for detailed exploration (G- 1) stage. 3. Ground Geophysical and Not carried out -- Geochemical survey: Geophysical and geochemical survey using appropriate techniques as may be necessary. 4. Technological: 9 nos. of core boreholes have Considered under Exploration and sampling using been drilled at 150 x 150 m G-1 level. appropriate technique intervals. 5.Sampling & sub sampling: Geological logging and 495 nos. Considered under of samples have been collected. G-1 level. 6. Assay data & Laboratory test: The samples have been Considered under analysed. G-1 level. 7. Petrolographic & Not required -- Mineragraphic studies: 8. Bulk Density study: Bulk density for limestone has Considered under been taken as 2.5. G-1 level. 9. Bulk Sampling for Not required -- Beneficiation studies: 10. Environmental setting: The information regarding Considered under environmental settings has been G-1 level of collected during prospecting. exploration

11. Any other relevant data: Not required -- Ground water, geotechnical and rock characteristics etc. that may be relevant.

The limestone of the area is stratiform, stratabound, tabular of regular habit and as per detailed exploration by drilling boreholes on 150 x 150 m spacing on grid pattern has been carried out over the entire lease area, the resources estimated has been categorized under Measured Mineral Resources, Code (331). But, some portion of the applied lease area is more than 150 m from boreholes, thus these areas have been considered under Inferred Mineral Resources, code (333).

The Geological Resources under G-1 level of Exploration: For Cement-grade Limestone

Cross- Sectional Area of Volume B.D. Tonnage Section Area influence Line (sqm) (m) (cum) (Tonnes) C1 – C1’ 870 95 82650 2.5 206625 C2 – C2’ 2020 125 252500 2.5 631250 C3 – C3’ 1210 142 171820 2.5 429550 C4 – C4’ 970 134 129980 2.5 324950 C5 – C5’ 295 152 44840 2.5 112100 Total -- -- 681790 2.5 1704475

For Blendable-grade Limestone

Cross- Sectional Area of Volume B.D. Tonnage Section Area influence Line (sqm) (m) (cum) (Tonnes) C1 – C1’ 0 95 0 2.5 0 C2 – C2’ 2500 125 312500 2.5 781250 C3 – C3’ 2550 142 362100 2.5 905250 C4 – C4’ 2400 134 321600 2.5 804000 C5 – C5’ 980 152 148960 2.5 372400 Total -- -- 1145160 2.5 2862900

For Sub-grade Limestone

Cross- Sectional Area of Volume B.D. Tonnage Section Area influence Line (sqm) (m) (cum) (Tonnes) C1 – C1’ 0 95 0 2.5 0 C2 – C2’ 6495 125 811875 2.5 2029688 C3 – C3’ 295 142 41890 2.5 104725 C4 – C4’ 200 134 26800 2.5 67000 C5 – C5’ 0 152 0 2.5 0 Total -- -- 880565 2.5 2201413

The Geological Resources under G-3 level of Exploration:

Out of the G-1 level of exploration, some part of the lease area is more than 150 m from drilled boreholes, these areas have been considered under G-3 level of exploration. The estimation of limestone resources in these areas are as under:

Limestone

Cross- Sectional Area of Volume B.D. Tonnage Section Area influence Line (sqm) (m) (cum) (Tonnes) C3 – C3’ 11485 83 953255 2.5 2383138 C4 – C4’ 1840 122 224480 2.5 561200 C5 – C5’ 2125 183 388875 2.5 972188 Total -- -- 1566610 2.5 3916526

Total Mineral Resources of Limestone:

S. No. Particulars Resources of Net Resources limestone considering (tonnes) 90% recovery (tonnes) Measured Mineral Resources (331) 1 Cement grade limestone 1704475 1534028 2 Blendable grade limestone 2862900 2576610 3 Sub grade limestone 2201413 1981272 Total 6768788 6091910

Inferred Mineral Resources (333) 4 Limestone (all grade) 3916526 3524873 G. Total 10685314 9616783

6.9.2 Geological Axis:

Level of exploration Area Upto level covered (mRL) (Ha) mRL/Level or area considered for G -1 -Detailed exploration 12.828 209 m mRL/Level or area considered for G -2 General exploration -- -- mRL/Level or area considered for G -3 prospecting 6.391 209 m mRL/Level or area considered for G -4 Reconnaissance -- -- Total 19.219 --

6.9.3 Mineral resources & Associated waste calculation table-

Mineral Resources of Limestone (considering 90% recovery):

S. No. Particulars Resources (tonnes) Measured Mineral Resources (331) 1 Cement grade limestone 1534028 2 Blendable grade limestone 2576610 3 Sub grade limestone 1981272 Total 6091910 Inferred Mineral Resources (333) 4 Limestone 3524873 G. Total 9616783

6.9.4 Mineral Reserves/ Resources as per Geological axis of UNFC: The total resources of limestone are as under:

Level of exploration Area covered Resources Average grade (Ha) (Tonnes) CaO MgO G -1, detailed exploration 12.828 6091910 Mini 34% Max. 4% G -2 General exploration ------G -3 prospecting 6.391 3524873 Mini 34% Max. 4% Total 19.219 9616783 Mini 34% Max. 4%

6.9.5 Feasibility Axis of UNFC: feasibility / pre-feasibility considerations for blocked mineral resources in barrier zone, benches, non-mineable part, etc in different categories and there calculation as under:

After the estimation of Measured Mineral Resources (331) as above, an exercise has been done to bifurcate the Measured Mineral Resources under Probable Mineral Reserves – UNFC Code (121) for the mineable part of the mineral resources which fall under the Ultimate Pit Limit (UPL) and is above the threshold value having +34% CaO content and above after conducting a Feasibility Study and Economic Viability of the project; and under Pre-Feasibility Mineral Resources – UNFC Code (221) for the remaining part of the resources which either fall outside the UPL within the statutory barrier becoming non mineable. Before exercising the above mentioned bifurcation a Pre-Feasibility Study has been done as per the parameters provided as guidelines in the Mineral Evidence Rule 2015 and circulars issued by the IBM as the density of exploration done in the area confirms the UNFC norms and allows to carry out Feasibility Study which correspondence to the Feasibility Axis (F-2). Pre-Feasibility Report is enclosed as Annexure No. XI.

Feasibility / prefeasibility considerations for blocked mineral resources in barrier zones, benches, non-mineable part etc. indifferent categories is summarized below: x Blocked due to statutory barrier: Blocked in 7.5 m barrier in lease boundary x Blocked due to UPL: Blocked due to stripping limit of 5 m. Estimation of Blocked resources for G-1 category: (1) Estimation of Blocked resources within the 7.5 m of non-mining zone:

For Cement-grade Limestone

Cross- Sectional Area of Volume B.D. Tonnage Section Area influence Line (sqm) (m) (cum) (Tonnes) C1 – C1’ 330 95 31350 2.5 78375 C2 – C2’ 190 125 23750 2.5 59375 C3 – C3’ 65 142 9230 2.5 23075 C4 – C4’ 60 134 8040 2.5 20100 C5 – C5’ 26 152 3952 2.5 9880 Total -- -- 76322 2.5 190805

For Blendable-grade Limestone

Cross- Sectional Area of Volume B.D. Tonnage Section Area influence Line (sqm) (m) (cum) (Tonnes) C1 – C1’ 0 95 0 2.5 0 C2 – C2’ 203 125 25375 2.5 63438 C3 – C3’ 138 142 19596 2.5 48990

C4 – C4’ 158 134 21172 2.5 52930 C5 – C5’ 87 152 13224 2.5 33060 Total -- -- 79367 2.5 198418

(2) Estimation of Blocked resources due to pit slope:

For Cement-grade Limestone

Cross- Sectional Area of Volume B.D. Tonnage Section Area influence Line (sqm) (m) (cum) (Tonnes) C1 – C1’ 152 95 14440 2.5 36100 C2 – C2’ 161 125 20125 2.5 50313 C3 – C3’ 50 142 7100 2.5 17750 C4 – C4’ 70 134 9380 2.5 23450 C5 – C5’ 5 152 760 2.5 1900 Total -- -- 51805 2.5 129513

For Blendable-grade Limestone

Cross- Sectional Area of Volume B.D. Tonnage Section Area influence Line (sqm) (m) (cum) (Tonnes) C1 – C1’ 0 95 0 2.5 0 C2 – C2’ 190 125 23750 2.5 59375 C3 – C3’ 520 142 73840 2.5 184600 C4 – C4’ 575 134 77050 2.5 192625

C5 – C5’ 150 152 22800 2.5 57000 Total -- -- 197440 2.5 493600

Blocked out Mineral Resources of Limestone:

S. Particulars within the 7.5 m due to pit Total Net resources No. of non-mining slope blocked Blocked out zone (tonnes) out considering (tonnes) resources 90% recovery (tonnes) (tonnes) Pre-Feasibility Mineral Resources (221)

1 Cement grade 190805 129513 320318 288286 limestone 2 Blendable 198418 493600 692018 622816 grade limestone Total 389223 623113 1012336 911102

6.9.6 Summary of blocked Mineral reserve /resources from in different category:

Blocked out Mineral Resources of Limestone:

S. Particulars within the 7.5 m of non-mining zone No. and due to pit slope (tonnes) Pre-Feasibility Mineral Resources (221) 1 Cement grade limestone 288286 2 Blendable grade limestone 622816 Total 911102

Out of these, the sub-grade mineral will also be considered as blocked out Mineral Resources, due to below the cut-off grade for cement grade limestone. This will be stacked separately for future use.

Sub grade limestone Blocked out due to below cut-off grade (tonnes) Pre-Feasibility Mineral Resources (221) 1981272

Thus, total Mineral Reserves / Resources of Limestone is as under:

Mineral Reserves / Resources of Limestone for G-1 level

S. No. Particulars Resources of Blocked out Mineable limestone resources Reserve (tonnes) (tonnes) (tonnes) 1 Cement grade limestone 1534028 288286 1245742 2 Blendable grade limestone 2576610 622816 1953794 3 Total 4110638 911102 3199536 4 Sub-grade 1981272 -- -- Mineral Resources of Limestone for G-3 level 5 Inferred Mineral Resources 3524873 -- -- Grand Total 9616783 -- --

6.9.7 Economical axis details as per UNFC:

a) The deposit has been explored in a square grid of 150 m and reserve has been established under proven category.

b) The mine will be a captive mine and catering to the need of limestone to plant for manufacturing cement on a constant basis since inception. For mining the limestone from captive quarry in a systematic manner an approved mining plan, subsequently reviewed through schemes has been in place.

c) The reserve established meets the threshold of manufacturing the cement as prescribed under NCCBM Norms. d) On the basis of the detailed exploration (G-1) done over the entire lease area, Mining Plan has been prepared, having enough experience specific and end use grade of reserves and specific knowledge of forest/non-forest and other land use data, the economic viability of the mining project has been proved beyond doubt and thus the mineable part of the mineral resources which fall under the Ultimate Pit Limit (UPL) and is above the threshold value and as bifurcated correspond to the Economic Axis (E-1) and the remaining resources as bifurcated above falling outside UPL that is falling within the statutory barrier correspond to the Economic Axis (E-2).

e) As per the Pre-Feasibility Study done, cost of limestone production will be ` 250/- which is comparable being incurred by existing cement plants in the region which being operated probability in the region. Hence, operating the mining lease is economically viable. Thus, considering the entire above points/aspects as per the Guideline issued by Govt. of India, Ministry of Mines, Indian Bureau of Mines, the Feasibility Axis is comes considered as E-1.

6.9.8 Total estimated mineral reserves /resource in different categories of UNFC are given below:

Classification Code Quantity Geological (tonnes) Grade A. (1) Proved Mineral Reserve 111 --- -- Mineral (2) Probable Mineral Reserve Reserve 121 31,99,536 +38% CaO (3) Probable Mineral Reserve 122 --- -- B. (1) Feasibility Mineral Resources 211 --- -- Remaining (2) Prefeasibility Mineral Resources Resources 221 9,11,102 +38% CaO (due to blocked out) (2) Prefeasibility Mineral Resources 221 19,81,272 34-38% CaO (sub-grade) (3) Prefeasibility Mineral Resources 222 --- -- (3) Prefeasibility Mineral Resources 222 --- --

(4) Measured Mineral Resources 331 --- -- (5) Indicated Mineral Resources 332 --- -- (6) Inferred Mineral Resources 333 35,24,873 +34% CaO (7) Reconnaissance Mineral Resources 334 --- --

Total Mineral Resources (A+B) 96,16,783 --

Anticipated Life: The mineable reserves of limestone is 31,99,536 tonnes (say 3.199 million tonnes) and proposed maximum production rate is about 1.5 lakh tonnes per annum. But, during the first five years the tentative proposed will be 4,06,350 T and thereafter annual production rate will be 1.5 lakh TPA will continue, thus, the anticipated life of the mine will be (31,99,536 – 4,06,350 = 27,93,186/1,50,000 =18.62) about 23.62 years or say 24 years including first five years. The life of the mine will likely be increased after the proposed exploration is completed.

6.9.9 Broadly indicate the future programme of exploration with due justification (duly marked on Geological Plan year wise location in different colours) taking into consideration the future tentative excavation programme planned in next five years as in the table below: Almost the lease area has been covered under 150 x 150 m grid interval, however, some part of the lease area which is away from boreholes and considering under category G-3, the exploration will be proposed in these areas so as to entire lease area will be under G-1 level of exploration. The exploration by drilling 6 nos. of vertical core boreholes have been proposed covering a grid interval of 150 m x 75 m and the depth of some boreholes will be kept upto the limestone strata or 50 m. Location of the proposed boreholes have been marked on the Surface Geological Plan, Plate No. V.

S. No. PBH No. Drilling Location Expenditure depth N E First Year 1 PBH-1 50 m 2150 2775 1,00,000/- 2 PBH-2 50 m 2250 2775 1,00,000/- 3 PBH-3 50 m 2400 2775 1,00,000/- 4 PBH-4 50 m 2550 2775 1,00,000/- 5 PBH-5 50 m 2625 2850 1,00,000/- 6 PBH-6 50 m 2625 3000 1,00,000/- 7 PBH-7 50 m 2625 2700 1,00,000/- 8 PBH-8 50 m 2550 2690 1,00,000/- 9 PBH-9 50 m 2475 2700 1,00,000/- Total 9 nos. 450 m -- -- 9,00,000/-

Note: The expenditure given is tentative.

* * * * *

7.0 MINING

7.1 A. OPEN CAST MINING a) Briefly describe the existing as well as proposed method for excavation with all design parameters indicating on plans/ sections.

The company is having cement plant of 3.5 MTPA clinker capacity in village Sonadih, for this 5.5 million tonnes of limestone will be required, this mine will fulfill a part of the requirement. There will be four limestone mines of the company in this area and the production rate of limestone will depend upon production of limestone from all the mines of the company.

The mine will be designed and the deposit will be exploited with minimum damage to environment and optimum utilization of limestone for captive use in the Cement Plant.

The salient features of mine design will be as under:

(i) The overburden is in the form of top soil cover, murrum, yellow soil and clayey material of variable thickness. The overburden will be removed by dozer, and loaded by excavator into dumpers and transported to the temporary stock yard and will be utilized for plantation.

(ii) The surface level varies from 242 – 236 m. Therefore, from mining point of view, a level of 239 m has been taken for making the lower benches of 5 m each and, the accordingly the bench-wise production will be taken up.

(iii) The working will be carried out in 2 shifts with staggered roaster manpower deployment in 350 days in a year.

(iv) Limestone is bedded deposit, massive & compact in nature, hence, the ultimate pit slope of 500 will be quite stable. For a bench of 5 m height, floor width of 3.5 m will be maintained. Presently, the working width will be maintained at about 20 m.

(v) The rain-water and seepage water collected in the pit will be stored in the lower benches and will be used for spraying on the haul-roads and for plantation.

(vi) The floor of the working faces will be kept slightly sloping to facilitate flow of water towards the sump during the rainy season to keep the working faces dry.

(vii) For blasting, 104 mm dia and 8 m (+0.5 m perihole) will be drilled with compressed-air- operated wagon drills. The blasting will be done by ANFO/SME/Slurry as column charge and slurry /cast booster explosive as booster charge. Controlled blasting will be practiced by using Nonel detonators.

(viii) Hydraulic rock breaker will be used for breaking oversized boulders in place of secondary blasting.

(ix) Hydraulic excavator of 3.5 cum capacity will be used in combination with 35 tonner dumpers for loading and transportation of limestone.

(x) The limestone ROM will be directly transported to the cement plant after crushing and screening (if required).

(xi) The haul distance from mine site to crusher is about 3 to 5 km.

(xii)For the purpose of grade control, samples will be drawn from each blast/blast holes and will be analysed for its grade.

(xiii) The requirement for making clinker, the average chemical composition of limestone should be maintained is as under:

CaO% 42 ± 2 MgO% 3± 1

SiO2% 10± 2

(xiv) The limestone occurring in this area has been divided into four different categories so that the required feed to the cement plant is achieved by proper blending at the crushing plant, so that the graded quality is achieved on day to day basis.

Classification CaO % MgO% Cement grade limestone (CGL) +42 Max 4 Blendable limestone (BLST) 38 – 42 Max 4 Sub-grade limestone (SUB) 34 - 38 Max 4

(xvi) The Staker – Reclaimer and Raw-Mills operations will be governed by Production and Quality Control department of the Cement Plant, which will also co-ordinate with Mine Management to dispatch particular quality of crushed limestone as may be required, so that the Raw-Mix design suits the required parameters i.e. LSF, SM and AM, etc.

(xvii) All efforts will be made considering eco-friendly mining in the area. For this, dense plantation will be done all around the lease area in the non-mining zone to improve aesthetic beauty and for development of green belt.

(xviii) The mining loss during the mining of limestone is expected as about 10% of the total ROM due to intercalations, fractures, clay pockets, voids, cavities, etc.

(xix) Out of this, 5% will be considered as waste/intercalations and kept separately and remaining 5% will be due to voids and cavities. This will be temporary stocked within the lease area and utilized for road maintenance from time to time.

7.2 Indicate year-wise tentative excavation in cubic meters indicating development, ROM, pit wise as in the table below:

The Proposed development by removal of OB for first five years is tabulated as under:

Year Working Av Av Area Average Volume Location level Face Face thickness (mRL) length width (sqm) of OB (cu m) (m) (m) (m) I YEAR 239-238 310 102 31,500 1.0 31,500 N-E side

During the first five years, about 3.150 Ha area will be developed as pit.

The tentative excavation program of first five years is as under:

Year Pit Total Top Total ROM Mineral ROM/ no tentative soil OB + Ore Mineral reject waste excavation waste reject ratio (cum) (cum) (cum) (cum) (cum) (cum) (1) (2) (3) (4) (5) (6) (7) (8) (9) I YEAR 1 45,000 -- 32,850 12,150 -- -- 1 : 2.70 II YEAR 1 22,000 -- 2,200 19,800 -- -- 1 : 0.11

III YEAR 1 33,500 -- 3,350 30,150 -- -- 1 : 0.11 IV YEAR 1 45,000 -- 4,500 40,500 -- -- 1 : 0.11 V YEAR 1 66,600 -- 6,660 59,940 -- -- 1 : 0.11

The tentative excavation program of first five years is as under:

Year Pit Volume of Total ROM Net Volume Volume of side Total no OB 90% of the burden / inter OB + waste (Lateritic ROM burden/reject Murrum) /waste (10% of the ROM) (cum) (cum) (cum) (cum) (cum) (1) (2) (3) (4) (5) (6) (7 = 3+6) I YEAR 1 31,500 13,500 12,150 1,350 32,850 II YEAR 1 -- 22,000 19,800 2,200 2,200 III YEAR 1 -- 33,500 30,150 3,350 3,350 IV YEAR 1 -- 45,000 40,500 4,500 4,500 V YEAR 1 -- 66,600 59,940 6,660 6,660 Total -- 31,500 180,600 162,540 18,060 49,560

Note: The tentative tonnage of the ore may be arrived by computing approximate bulk density and recovery factor as these data are variable and may be established on time series.

First Five Year tentative proposed production of the Limestone:

Year Working Area to be Bench ROM Net Volume B.D Tonnage Net level excavated height Volume 90% of the (T) Production (mRL) (sqm) (m) (cu m) ROM (cu m) I YEAR 238-233 2,700 5 13,500 12,150 2.5 30,375 30,375 II YEAR 238-233 4,400 5 22,000 19,800 2.5 49,500 49,500 III YEAR 238-233 6,700 5 33,500 30,150 2.5 75,375 75,375 IV YEAR 238-233 9,000 5 45,000 40,500 2.5 101,250 1,01,250 238-233 7,800 5 39,000 35,100 2.5 87,750 V YEAR 1,49,850 233-228 5,520 5 27,600 24,840 2.5 62,100 Total ------180,600 1,62,540 2.5 4,06,350 4,06,350

7.2.1 INSITU TENTATIVE EXCAVATION a) Year-wise Development Proposal:

Year Pit no Volume of Volume of side Total Total OB (Lateritic burden/ inter OB + waste OB + waste Murrum) burden/reject /waste (B.D. = 2.0) (10% of the ROM) (cum) (cum) (cum) (T) (1) (2) (3) (4) (5 = 3+4) (6) I YEAR 1 31,500 1,350 32,850 65,700 II YEAR 1 -- 2,200 2,200 4,400 III YEAR 1 -- 3,350 3,350 6,700

IV YEAR 1 -- 4,500 4,500 9,000 V YEAR 1 -- 6,660 6,660 13,320 Total -- 31,500 18,060 49,560 99,120

b) Year-wise Production Proposal:

Year Pit no Total ROM Volume of Volume of Mineral (cum) Limestone Reject/waste (tonnes) (90% of ROM) (10% of the ROM) (cum) (cum) (1) (2) (3) (4) (5) (7) I YEAR 1 13,500 12,150 1,350 30,375 II YEAR 1 22,000 19,800 2,200 49,500 III YEAR 1 33,500 30,150 3,350 75,375 IV YEAR 1 45,000 40,500 4,500 1,01,250 V YEAR 1 66,600 59,940 6,660 1,49,850 Total -- 180,600 162,540 18,060 4,06,350

c) Year-wise Development & Production:

Year Ore Total OB / waste Ore To OB Ratio (tonnes) (cum) t /cum (1) (2) (3) (4)=(3)/(2) I YEAR 30,375 32,850 1 : 1.081 II YEAR 49,500 2,200 1 : 0.044 III YEAR 75,375 3,350 1 : 0. 044 IV YEAR 1,01,250 4,500 1 : 0. 044 V YEAR 1,49,850 6,660 1 : 0. 044

7.2.2 Dump re-handling (for the purpose of recovery of mineral): Estimated available material (Cum)

Dump no Year wise handling Estimated recovery of saleable Rejects material 1 Nil Nil Nil 1 Nil Nil Nil 1 Nil Nil Nil 1 Nil Nil Nil

7.2.3 At a glance Year-wise Production:

Year Ore In Ore In Tonnes Total ore Remark Tonnes from dump production in insitu working tonnes (1) (2) (3) (4) (5) I 30,375 0 30,375 II 49,500 0 49,500 No stock/dump has III 75,375 0 75,375 been maintained. IV 1,01,250 0 1,01,250 V 1,49,850 0 1,49,850

7.2.4 Enclosed individual year-wise development plans and sections showing pit layouts, dumps, stacks of mineral reject, if any, etc, in case of ‘A’ category mine. The Composite Year-Wise Development and Production Plan and sections has been prepared on a scale of 1:1,000 and enclosed as Plate No. VI. The Year-Wise Development and Production plans for each year have been prepared on a scale of 1:1,000 and enclosed as Plate No. VI A (for first year), Plate No. VI B (for second year), Plate No. VI C (for third year), Plate No. VI D (for fourth year) and Plate No. VI E (for fifth year).

7.3 Describe briefly giving salient features of the proposed method of working indicating category of mine. The method of mining will be open cast mechanized method under category ‘A’ by using DTH drills for drilling and sub-sequent blasting as described earlier.

i) Method of mining This mine will be fully mechanized and under category ‘A’ mine as per MCDR 1988 and the limestone will be extracted through opencast mining. ii) Bench parameters Mining activity will be concentrated in only one pit with two production benches and one development bench of variable height. Bench parameters of the mine are given in section 7.1. iii) Bench height in The height of OB bench will be about 1m. OB/ore The height of benches in Limestone will be 5 m. iv) Bench width Minimum bench width would be kept as 5 m from the faces at the end of ultimate pit limit and working bench width as per stipulation of DGMS. v) Bench slope 800 vi) Over all pit slope Below 450 vii) Bottom mRL proposed during plan 228 mRL period viii) Grid reference of proposed working N 2300 to N 265, E 2630 to E 2800 location ix) Drilling Drilling will be carried out by IR drilling machine of 104 mm dia x) Blasting Blasting will be carried out by Ordinary detonator/ Delay detonator, Site mixed Emulsion /Ammonium Nitrate/ Large dias explosive and Safety fuse

7.4 Blasting: During the blasting, all Rules, Regulations and Precautionary and safety measures will be taken. The blasting area will be covered by red flags at appropriate safety distance.

Operators and workers will be removed to safety distance and blasting will be conducted by a qualified /certified blaster. Broad Blasting Parameters is as under: (i) The blasting will be carried out in three-row blasting pattern. (ii) The blasting will be carried out during the lunch break (1 to 1.30 PM). Siren will be blown before blasting in addition to posting of guards with red flags at strategic points to ensure that all persons take adequate shelter and to prevent unauthorized entry. (iii) Preferably wet drilling will be carried out for suppressing dust and muffle blasting for suppression of noise. (iv) Ground vibration will be kept under control by optimum charge per delay and controlled blasting technique. (v) Spacing to Burden ratio (1.2 : 1.5) will as per Broad Blasting Parameters. (vi) Stemming length will be kept one third of the hole. (vii) The inclination of blast-holes will be kept towards free face to avoid air-blast. (viii) The area to be drilled / blasted will be clear of loose fragments to avoid fly rocks. (ix) Increasing no. of delay per blast reduces charge weight / delay thereby reducing vibration level; only multi-second delay detonators will be used. (x) Site mixed Emulsion will be used 90 – 95% of the total charge as it is considered as safe and economical. Existing operating mines is also using. (xi) All precautions for blasting and safety measures will be taken at the time of blasting and will be carried out by qualified/certified blaster. (xii) During blasting, the safety zone will be barricaded by red flags so that unauthorized entry in the blasting zone is checked. (xiii) All safety measures as stipulated in MMR 1961 and Indian Explosive Rule 2008 will be strictly adhered to during blasting.

Broad blasting parameters like charge per hole, blasting pattern, charge per delay, maximum number of holes blasted in a round, manner and sequence of firing, etc. Blasting parameter will be as under:

Following blasting parameters are recommended for achieving the required production for the Cement Plant. Drilling is proposed to be done by DTH drill.

1 Diameter of the hole 104 mm 2 Diameter of the cartridge 83 mm 3 Length of the cartridge 400 mm 4 Depth of the hole 5.0 m 5 Sub-drilling to avoid toe formation 0.5 m 6 Burden x Spacing 2.6 x 2.8 m 7 No. of row 2.0 8 Stemming column 1.5 m Output per hole = Spacing × Burden × depth 9 Say 36 cum 2.8 × 2.6 × 5.0 = 36.4 10 Output per hole = 36 x 2.5 = 90 T 90 T 11 Production per annum 1,50,000 T = 6 0,000 cum 60,000 cum 12 Total handling per day (300 working day) 200 cum 13 Nos. of holes per day (200 / 36 = 5.56) Say 6 nos. 14 Meterage required per day (6 × 5.5 = 33) 33 m 15 Charge per hole 16.68 kg 16 Explosive consumption / day (16.68 x 6 holes = 100.08) Say 100 kg 17 Powder factor (90 T / 16.68 kg = 5.39) 5.4 T/ kg 18 Type of initiation = multi second detonators 19 Sequence of blasting = Cord relay with electric detonators / Nonel

20 Details of the drilling 21 Per hour output of 104 mm dia drill 16 m/hr 22 Working shift 2 23 Working hours per day (0.85 availability & utilization factor) 13 hours 24 Per day output of a drill ( 16 x 13 = 208 m) 208 m 25 Hence no of 104 dia drill machine required (33 / 208 = 0.15) Say 1 no.

7.5 Drilling machineries:

S. Type Nos. Dia of hole Make Motive H.P. No. (mm) power 1 ICM 260 1 104 IR Diesel 250 2 DH 150 1 104 SANDWIK Diesel

7.6 Explosive requirement for overburden removal: Since, the OB is lateritic murrum, being soft in nature and will be directly removed by excavator/Dozer, hence no drilling required.

7.7 Explosive requirement for ore zone:

Total ROM proposed to be handled in cum/annum (x) 60,000 cum i) ROM proposed to be handled in cum / day y = x/300 days 200 cum ii) Drilling pattern in ROM zone (Spacing * Burden* depth ) = z 36 cum iii) Yield per holes in ROM Zone (T) 90 T iv) No of holes required to be blasted per day = y/z 6 nos. v) Frequency of blasting in a week - 2 nos. vi) Maximum number of holes blasted in a round. 10 nos. vii) Charge per hole (kg) 16.68 kg viii) Charge per round (Kg) 167 kg ix) Explosive requirement per month for ROM zone blasting 5,000 kg x)

7.8 Type of Explosive to be used: (i) Ordinary detonator/ Delay detonator (ii) Site mixed Emulsion /Ammonium Nitrate/ Large dias explosive (iii) Safety fuse

7.9 Powder factor in ore and overburden / waste: The powder factor for ore is about 5.4 T/kg.

7.10 Whether secondary blasting is needed, if so, describe it briefly. No secondary drilled will be required, oversize boulders of size ranging more than 1.2 m generated from the primary blasting is being broken by 20 T class Rock Breaker to avoid the environmental nuisance of secondary blasting.

7.11 Storage of explosive (like capacity and type of explosives (like capacity and type of explosive magazine) Explosive van of 1 MT capacity will be used for transportation of explosive. Details of the type and capacity of Magazine are as below.

S. Name and Description Class & Sub-Division Quantity at any No Division (if any) one time 1 Nitrate Mixture – Slurry and 2,0 0 4500 kg emulsion explosives. 2 Cast Booster 3,2 0 500 kg 3 Detonators 6,3 0 20000 nos. 4 Detonating Fuse 6,2 0 50000 m 5 Safety Fuse 6,1 0 5000 m

7.12 Excavation: Drilling and blasting will be carried out for the excavation of the ore. Blasted material will be loaded by 3.5 cum capacity hydraulic excavator of Komatsu make (Model PC 800-8R).

7.13 Loading: The loading of ROM into dumpers will be carried out by loader/Excavator.

A. Total maximum handling of ore 60,000 cm B. Per day handling of ore & waste assuming 350 working days in a year Say 171 cm (A/350) = 60,000 / 350 = 171.42 C. Per shift handling (2 shift working) 171 / 2 = 85.5 Say 86 cm D. Working hours for one loading equipment/shift 6.5 E. Expected Output / hour of one loading machine (3.5 m3 bucket 100 cm capacity) considering the availability and utilization factors of 85% F. Output from one excavator in a shift (E x D) 1170 cm G. Hence no of loading machine required (C/F) 0.13 (SAY 1)

List of loading equipment required

Sl. Type Nos. Bucket Make Motive H.P. no. capacity (m3) power 1. Hydraulic excavator 1 3.5 TELCO Diesel 272 (EX600 V) 2. Pay loader 1 3.1 H .M. Diesel 218

7.14 Transportation: The transportation of ROM to the crushing and screening (if required) plant will be carried out by the dumpers of 35 T capacity. Calculation for Transportation equipment

A. Total handling of ore 60,000 m3 B. Per day handling of ore assuming 350 working days in a year (A/350) Say 171 m3 = = 60,000 / 350 = 171.42 C. Per shift handling (2 shift working) 86 m3 D. Working hours for one dumper/shift 6.5 E. Expected Output / hour of one dumper (35 tonner) considering the 45 m3 availability and utilization factors of 70% and increased hauling distance upto about 3 to 5 km F. Output of one dumper in m3 in a shift 200 G. Requirement of nos of dumper (C/F= 86 / 200 = 0.43) Say 1 no.

List of Transporting equipment required:

S. Type Nos. Size/ capacity Make Motive H.P. No. power 1 HAUL PAK 2 35 MT BEML Diesel 380 EACH

7.15 Crushing /screening: Crushing and screening plan has already installed within the existing mining lease area of the company. The details ROM will be transported to the C & S plant for further processing. The details of C&S Plant is as under:

MAKE/SUPPLIER: CIMMCO-KHD, V-Belt Drive

SPECIFICATIONS: Type: Impact Crusher, Feed Size < 1.2 Meter, Output size - <75 mm, Motor: 900 KW, Speed: 350 RPM, Designed Capacity: 650 TPH, Operating Capacity: 900 TPH.

7.16 Extent of mechanization: Describe briefly with calculation for adequacy and type of machinery and equipment proposed to be used in different activities of drilling, material handling in development, surface transportation and any other operation. Salient features of Mining: Since, the mine will be open-cast “Fully Mechanized”. The requirement of mining machineries has been calculated to handle the optimum production of 1.5 lakh tonnes of limestone annually. The detailed calculations have been given on para 7.4, 7.13 and 7.14. The equipments / machineries required for mining and allied operations related to Mining are as under: Name Nos Type/ make Purpose Motive /Capacity Power DTH /wagon 1 ICM 260/ IR For drilling limestone bed Diesel 1 drill /104 mm Engine DTH /wagon 1 DH 150 / 104 For drilling limestone bed Diesel 2 drill mm Engine Hydraulic 1 TELCO (EX600 V) For loading OB and excavation of Diesel 3 Excavators / 3.5 cum limestone and loading the same Engine bucket capa. into dumpers Pay Loader 1 H .M. / 3.1 cum For loading OB and excavation of Diesel 4 buck capa. limestone and loading Engine Dumpers 2 HAUL PAK / For transportation of limestone to Diesel 5 BEML/35 T C & S plant Engine Diesel 6 Dozer 1 -- For dozing of OB Engine Hydraulic rock 1 -- For reduction of oversized Diesel 7 breaker boulders Engine Water Tanker 2 10,000 liters For sprinkling of on quarry road Diesel 8 and blasted mass Engine Water pump 2 75 HP For dewatering the working pit Electrical 9 during the rainy season pumps Explosive van 1+1 -- For transporting the explosive and Diesel 10 and Jeep supervision Engine

7.17 Describe briefly the layout of mine workings, pit road layout of faces and sites for disposal of overburden/ waste alongwith ground preparation prior to disposal of waste, reject etc. A reference to the plans and sections may be given. UPL or ultimate size of pit is to be shown for identification of the suitable dumping. (i) Bench Height – The top bench will have a floor level of 239 mRL with variable height, thereafter, the bench height of 5.0 m will be maintained, which is suitable for 3.5 cu m bucket capacity excavator. The soil/OB available over the deposit will be scraped with dozer. (ii)Bench Width – For a bench of 5 m, working width of 12 m will be required to accommodate for easy movement of HEMM equipments, dumpers and blasted material. As per MMR & Circulars of DGMS, the width of the benches should not be less than: (a) Width of the widest machine playing on the bench plus 2 m extra. OR (b) If the dumpers ply on the bench, 3 time the width of the dumpers. OR (c)Not less than the height of the bench. (iii) Bench Alignment – In this area, the grade variation is along the strike, therefore, it has been decided to open the benches along the strike-direction for production of all grades of limestone, so that suitable blending can be done as required. (iv) Face length – The face length is selected in such a way that it could produce desired quality of limestone without any interruption. Thus, the planning of designed pit, the face length of exposed limestone will be more than 100 m for each bench. Two faces will be maintained for proper deployment of machineries for day to day grade control. (v)Road – (a) An adequate net work of roads will be maintained for transportation of limestone from face to crusher site. For free movement of vehicles (dumpers), it is proposed to have one way traffic on all haul roads.

(b) For two-way traffic, the haul roads will be preferably be at least 3 times, plus 5 meters, the width of dumpers, thus the width of the road will be maintained at 17 m. (c) As per statute, the gradient of ramps should not exceed 1 : 16. In this planning, all ramps have been designed with a gradient of 1 : 20, however, a small stretch of 10 m length after the ramp will be kept level for easy movement of dumpers before another ramp starts to join the next bench below. (d) A minimum turning radius of 10 m on inner side is proposed for roads at turning points. Adequate super elevation will be provided at the curves for safe turning of dumpers. (e) All the haul roads will be constructed with water bound macadam and water spraying will be done regularly to minimize generation of air-borne dust during movement of vehicles. Year-wise Development Proposal:

Year Pit no Volume of OB Volume of side burden/ Total (Lateritic inter burden/reject OB + waste Murrum) /waste (10% of the ROM) (cum) (cum) (cum) (1) (2) (3) (4) (5 = 3+4) I YEAR 1 31,500 1,350 32,850 II YEAR 1 -- 2,200 2,200 III YEAR 1 -- 3,350 3,350 IV YEAR 1 -- 4,500 4,500 V YEAR 1 -- 6,660 6,660 Total -- 31,500 18,060 49,560

7.18 Conceptual Mine Planning upto the end of lease period taking into consideration the present available reserves and resources describing the excavation, recovery of ROM, Disposal of waste, backfilling of voids, reclamation and rehabilitation showing on a plan with few relevant sections. The mineable reserves of limestone is 31,99,536 tonnes (say 3.199 million tonnes) and proposed maximum production rate is about 1.5 lakh tonnes per annum. The anticipated life of the mine will be about 24 years. The life of the mine will likely be increased after the proposed exploration is completed.

7.19 Exploration programme: After the completion of proposed borehole during the first year, the deposit will be fully explored and hence no need for further exploration.

7.20 Excavation: Presently, the area is virgin land. During the first five years, about 3.15 Ha area will be developed as working pit upto a level of 228 mRL. Land use for per five years breakup upto 20 years.

Area in Hectares Present End of End of End of End of End of Description 5 years 10 years 15 years 20 years 24 years 1 Area under Pit 0 3.15 5.30 7.50 9.50 10.05 2 Area under roads 0 1.00 2.00 2.00 2.00 0 3 Area under infrastructure 0 0.100 0.100 0.100 0.100 0 4 Area under Top soil stack 0 0.500 0.500 0.500 0.500 0 5 Area under OB /waste 0 1.89 1.89 1.89 0 0 Dump 6 Area under Crusher 0 0 0 0 0 0 7 Area under Plantation 0 1.85 1.85 1.85 1.85 1.85 8 Total Nil 27.006 11.64 13.84 13.95 11.90

Upto conceptual period, the ultimate pit area will be about 10.05 Ha upto a level of 209 mRL.

7.21 Rated production capacity of mines: The proposed production rate of limestone is about 1,50,000 TPA.

7.22 Life of the mine: The anticipated life of the mine will be about 45 years.

7.23 Ultimate pit limit: At the end of life total mined out area will be 17 Ha upto a level of 209 mRL.

7.24 Waste disposal: During the first five years, the quantity generated of OB/waste will be 49,560 cum and the area covered for generated OB /waste dump will be about 1.20 Ha. Generation of OB/ waste and their management as per five years breakup.

First Second Third fourth Upto life of Description 5 year 5 year 5 year 5 year the mine 1 generation of 49,560 30,000 30,000 30,000 cum 170000 cum OB/waste cum cum cum 2 Area for dumping 1.20 Ha 1.20 Ha 1.20Ha 0 0 3 Covering by grass- 1.20 Ha 1.20 Ha 1.20Ha 0 0 shrubs

These dumps will be covered by deep rooted grass, shrubs and other species and protected by retaining wall & garland drain. Note: After the 8th year, the some of the pit will be exhausted, hence the generated OB /waste will be backfilled in mined out land.

7.25 Afforestation: During the plan period, about 1.85 Ha area will be covered by plantation, @ 2,000 saplings per hectares. Karanj, Khamar, Akesia, Gulmohar, Sal, Mango, Jamun, Amrud, etc, are the common species which are planted. The Year-wise afforestation will be as under: Year Area for Nos. of saplings afforestation (Nos.) (Ha) I Year 0.37 740 II Year 0.37 740 III Year 0.37 740 IV Year 0.37 740 V Year 0.37 740 Total 1.85 3,700

During the first five years, entire available area within the 7.5 m of barrier zone will be covered by plantation. Thereafter, only maintenance will be carried out.

7.26 Reclamation and Rehabilitation: Land degradation is one of the major adverse impacts of open-cast mining activities and any effort to control adverse impacts would be incomplete without appropriate land reclamation strategy. After the exhaustion of entire mineable limestone, part of mined out pit will be backfilled by generated OB/waste and remaining mined out pit will be converted in to water tank for utilization in for irrigation purpose. The water reservoir will be properly fenced by barbed wire or a bund will be constructed outside the water reservoir during the closure of the mine.

7.27 Post mining land use conceptualized.

Description Area in Hectares Present Additional End of the End of the area required 5 year conceptual during this period plan period 1 Area under Pit 0 3.15 3.15 10.05 2 Area under roads 0 1.00 1.00 0 3 Area under infrastructure 0 0.10 0.10 0 4 Area under Top soil stack 0 0.50 0.50 0 5 Area under OB/waste Dump 0 1.20 1.20 0 6 Area under Crusher 0 0 0 0 7 Area under Plantation 0 1.85 1.85 1.85 8 Total 0 7.80 7.80 11.90

Conceptual Plan is enclosed as Plate no.-VII and Its sections is in Plate no.-VII A.

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8.0 UNDERGROUND MINING

The entire working is being carried out by opencast mechanized method and this will continue in future, hence underground working will not be required.

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9.0 MINE DRAINAGE a) Minimum and maximum depth of water table based on observations from nearby wells and water bodies. The ground water level monitored around the applied area was found to be in the range of 30 - 35 m, which corroborates from the finding of adjacent existing mines. The limestone is hard, compact and massive in nature and devoid of any secondary porosity like joint, fissures etc. to have potential ground water occurrence. Adjacent mining operation has reached up to a depth of 32 m and ground water has not yet encountered. b) Indicate maximum and minimum depth of working. During the first five years, the workings are expected to be done up to average 11 m depth from surface level which is above from the water table. c) Quantity and quality of water likely to be encountered, the pumping arrangement and places where the mine water id finally proposed to be discharge. Regionally in the area, the source of surface water is Shivnath River. The HFL of the Shivnath River is 237 mRL. The River is about 1.5 km from the northern part of the lease area, Hence, there will be no encroachment of surface water in the mine. The rain water accumulated during the rainy season will be pumped out through proper arrangement of water pumps. d) Describe regional and local drainage pattern. Also indicate annual rain fall, catchments area, and likely quantity of rain water to flow through the lease area, arrangement for arresting solid wash off etc. The Shivnath River flows from north to south and suddenly takes turn near the northern boundary of the existing lease of the company which is about 1.5 km from this applied lease area and flows towards ESE direction.

The River Shivnath and its tributaries viz Khorsi Nala and Jamuniya nala control drainage of the area. Various streams originate from this and forms a network to join this nala, which finally flows in SW-NE direction and meets the river Shivnath exhibiting dendritic pattern in the most of the area. Beloda branch of the Mahanadi canal enters the area from SSW part of the lease area and passes towards northern part distributing water to the villages in its course. All the seasonal nalas flow into the Shivnath River. In the lease area, the terrain is almost flat with gentle slope towards northern direction, almost the entire lease area is covered with soil and limestone is out cropping at few places. The mining by opencast method will be worked throughout the year and hence effective arrangements for drainage during entire year for seepage water and rain water, hence provisions for adequate dewatering arrangements in the mining pits so as to keep the working floor free from water accumulation. In open cast pit, water reaches the working faces due to following reasons. (i) From surface run off rain water, sub-surface and seepage. (ii) By direct precipitation over workings during rainy season.

These can be controlled by: (i) Preventing surface run-off water from entering the active working pit. The water should either be diverted to temporarily standby/unused pit to serve as a water reservoir. (ii)Pumping of percolated and direct precipitated water from the pit to temporarily un-used pit/low lying area of the pit as a water conservation measure and to use it for dust suppression and plantation.

Annual Rain fall: The average annual rain-fall in the area is about 900 mm which comes to be 22.5 mm/day considering 40 rainy days in a year. For calculating pump capacity, it has been assumed that

the average quantity of rain water collected in the pit during one day will be handled during the same day within 8 hours.

Pumping load: The mine workings are proposed up to 30 m depth and up to end of life of mine. The mine benches will be aligned in such a manner that water always flows down to bottom most point and the main workings remain dry. The daily pumping load has been calculated from the approximate catchment area from which the water is likely to flow into the pit. The working’s are proposed in 3.15 Ha during the first five years planning. Therefore in the planning the catchment area has been considered 50 percent more than the area proposed to be used in mining in this planning, which comes to about 1.575 Ha or 15,575 sqm. Catchment Area = 15,757 sqm Pumping Load/day = 70,850 x 0.03 = 473 cum Hourly Load/day (8 hr. working) = 3,784 or say 3,800 cum

Pumping capacity: The hourly pumping load has been calculated 3,800 cum. Therefore one pump of 5 HP capacity with 50 m head will be installed and one additional will be kept standby.

Sump: A sump of 20 m x 20 m and 3 m deep will be made at suitable lower most point at the bottom bench for storage of precipitated water and installation of pump.

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10.0 STACKING OF MINERAL REJECT/ SUB-GRADE MATERIAL AND DISPOSAL OF WASTE

10.1 Indicate briefly the nature and quantity of top soil, overburden/ waste and Mineral reject to be disposed off. Generation of top soil /OB and interburden: The overburden in the area is consisting of top soil, murrum, yellow soil and clayey material and about 10% of the total ROM will be generated as intercalations. The removal of OB and generated waste for first five years is tabulated as under: Year Pit no Volume of Volume of side Total OB (Lateritic burden/ inter OB + waste Murrum) burden/reject /waste (10% of the ROM) (cum) (cum) (cum) (1) (2) (3) (4) (5 = 3+4) I YEAR 1 31,500 1,350 32,850 II YEAR 1 -- 2,200 2,200 III YEAR 1 -- 3,350 3,350 IV YEAR 1 -- 4,500 4,500 V YEAR 1 -- 6,660 6,660 Total -- 31,500 18,060 49,560

10.2 The proposed dumping ground within the lease area be proved for presence or absence of mineral and be outside the UPL unless simultaneous backfilling is proposed or purely temporary dumping for a short period is proposed in mineralized area with technical constraints & justification. Top soil: The thickness of fertile top soil will be 0.5 m only, this will be stacked separately and utilized for plantation, for this about 0.5 Ha area will be marked.

OB/waste dumping: During the first five years, the OB/ waste will be temporary dumped on the southeastern side of the lease area. The area required for dumping will be as under:

Year Volume of Net volume Net volume Height Area bench OB / considering (cum) of the required waste 15% as swell dump for (cum) factor (m) dumping (cum) (sqm) 24,000 2 12,000 I bench I YEAR 32,850 37,778 13,778 2.5 5,511 II bench II YEAR 2,200 2,530 2,530 2.5 1,012 II bench III YEAR 3,350 3,853 3,853 2.5 1,541 II bench IV YEAR 4,500 5,175 5,175 2.5 2,070 III bench V YEAR 6,660 7,659 7,659 2.5 3,064 III bench Total 49,560 56,995 56,995 7.0 m 12,000* --

Note: The OB and waste will be dumped within the lease area in 12,000 sqm (1.20 Ha) with 3 tiers.

10.3 Attach a note indicating the manner of disposal of waste, configuration and sequence of year-wise buildup of dumps alongwith the proposals for protective measures.

The OB and waste will be dumped within the lease area in 1.20 Ha with a maximum height of 7.0 m in 3 tiers.

These dumps will be covered by deep rooted grass, shrubs and other species and protected by retaining wall & garland drain.

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11.0 USE OF MINERAL AND MINERAL REJECT

11.1 Describe briefly the requirement of end-use industry specifically in terms of physical and chemical composition. The entire limestone mined out from this mine will be utilized in the lessee’s Cement Plant and this will be captive mine for the Plant which is installed about 2 km from the mine.

11.2 Give brief requirement of intermediate industries involved in up-gradation of mineral before its end-use. No intermediate industry will involve for up-gradation of limestone, only suitable blending of different-grade mineral will be carried out on the crushing unit at the plant site.

11.3 Give detail requirements for other industries, captive consumption, export, associated industrial use etc. The entire produced limestone will be captive consumption in the lessee’s Cement Plant.

11.4 Indicate precise physical and chemical specification stipulated by buyers. The specification of Cement grade limestone has been standardized and accepted all over by Cement industries. The norms evolved by National council of Cement and Building Materials are given in the following table:

Oxide components Acceptable range for manufacture of clinker CaO 42 ± 0.5% MgO 3± 0.5%

SiO2 9± 0.5%

Al2O3 2.4 % ± 0.4%

For determining acceptable range of SiO2, Al2O3 and Fe2O3 in the limestone, the following factors of modulus values for ultimate raw mix for manufacturing cement has been considered by the company.

Item Formula Range

Silica modules SiO2 ------2.2 ± 2 Al2O3 + Fe2O3

Alumina Modulus Al2O3 ------1.6 ± 2 Fe2O3

Lime Saturation Cao Factor (LSF) ------1.2 to 1.5 2.8 SiO2 + 1.2 Al2O3 + 0.67 Fe2O3

Based on the above criteria, limestone occurring in this mine has been divided into four different categories so that required feed to the cement plant is achieved by proper blending at the crushing plant while transportation, so that the graded quality is achieved on day to day basis.

Classification CaO % MgO% Cement grade limestone (CGL) 42 – 44 Max 4 Blendable limestone (BLST) 38 – 42 Max 4 Sub-grade limestone (SUB) 34 - 38 Max 4

11.5 Give details of processes adopted to upgrade the ROM to suit the user requirements. The blending of above different types of limestone will be carried out from time to time as per daily requirement of Plant. During this first five years period, blending of high MgO limestone is not required; hence at that time blending proposal is not anticipated, this may be estimated after this five years period.

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12.0 PROCESSING OF ROM AND MINERAL REJECT

12.1 If processing / beneficiation of the ROM or Mineral Reject is planned to be conducted, briefly describe nature of processing/ beneficiation. This may indicate size and grade of feed material and concentrate (finished marketable product), recovery etc.

There is no proposal for mineral beneficiation, only crushing and screening of limestone will be carried out. A Crushing and screening plan has already installed within the existing mining lease area of the company. The details ROM will be transported to the C & S plant for further processing. The details of C&S Plant is as under: MAKE/SUPPLIER: CIMMCO-KHD, V-Belt Drive

SPECIFICATIONS: Type: Impact Crusher, Feed Size < 1.2 Meter, Output size - <75 mm, Motor: 900 KW, Speed: 350 RPM, Designed Capacity: 650 TPH, Operating Capacity: 900 TPH. It is envisaged to transport crushed limestone directly to the cement Plant. During mining, if clay mixed limestone is generated, it is proposed to installed mobile screen inside the pit to ensure better utilization of the limestone.

12.2 Give a material balance chart with a flow sheet or schematic diagram of the processing procedure indicating feed, product, recovery, and its grade at each stage of processing.

The Process flow chart for sizing and quality improving is given below.

Nitesh Raghuvanshi Shalabh Saha Qualified Person Qualified Person Mining Plan SONADIH LIMESTONE DEPOSIT, ML-3 (area 19.219 Ha), District – Baloda Bazar Bhatapara (Chhattisgarh) M/s Lafarge India Pvt.Limited CONE CRUSH +50 mm - +50 mm - BC BC +50 mm 101 +50 +50 mm DECK - DOUBLE 50 mm50 180 - BC 35 TPH35 -10 mm-10 DECK 10 10 SINGLE +50 mm+50 43 50 160 mm160 127 +30- - C&SPlant - SET 30 mm +10- +125 BC - R R -10 -10 mm R Material Flow Diagram of Material Diagram Flow of ARRESTO BC HOPPE - BC 30 mm 74 - DECK 10 mm10 55 - 3 TRIPPLE - JAW JAW +10 CRUSH 700 - ROM BC 50 mm 71 TPH - 125 mm 7 +30 - NG VIBRATI - BC

12.3 Explain the disposal method for tailing or reject from the processing plant. Not applicable, since no wet mineral beneficiation process is involved, hence there will no tailing pond. 12.4 Quantity and quality of tailing /reject proposed to be disposed, size and capacity of tailing pond, toxic effect of such tailings, if any, with process adopted to neutralize any such effect before their disposal and dealing of excess water from the tailings dam. Not applicable, since there will no tailing pond. 12.5 Specify quantity and type of chemicals if any to be used in the processing plant. Not applicable, since there will no processing plant. 12.6 Specify quantity and type of chemicals to be stored on site / plant. Not applicable. 12.7 Indicate quantity (cum per day) of water requirement for mining and processing and sources of supply of water, disposal of water and extent of recycling. Water balance chart may be given. The quantity of water requirement per day is tabulated below as water balance chart. Water balance chart

Water sources:- Tube well and other secondary sources Dust suppression Green Belt Drinking and Miscellaneous Domestic use 6 cum 3 cum 2 cum 1 cum

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13.0 OTHER

Describe briefly the following:

13.1 Site services:

The following site services will be provided for the systematic and smooth running of mines:

(i) Office Buildings: Office premises is already available for the existing mines (adjacent to this lease) and having enough rooms to house the office of the technical, administrative, general personnel's and technical & general office stores to run both the mine systematically and smoothly.

(ii) Workshop: Suitable workshop with all necessary equipments and facilities are available for the existing mines and will be utilized for both the mines for maintenance and repair of all the mine machineries, equipment’s, vehicles and auxiliary machinery deployed for mining, and allied activities.

(iii) Technical and general store: Technical and general office store is already available for the existing mines and maintained with all the requisite inventories of technical items/spares and stationery to support the work-shop and office activities quickly and effectively and efficiently for both the mines.

(iv) Power supply: Power sub-station is already available with all necessary auxiliaries and enough supporting staff to meet out the power requirement of mine, office, workshop, stores and all other related allied activities in totality to run both the mines.

(v) Water supply: An integrated water resource development and supply management system will be established which will evaluate the water resources availability from the open pit of the mine water (both ground water and rain water harvesting) and other ground water

resource generation by digging tube wells etc., its proper storage in the sump made in the mine pit, over head tanks and its supply to the different consumption points through a well managed networking of pipe lines to meet out the water requirement of mine and all related allied activities including drinking water.

(vi) Transportation: A self sustainable transport system of the company of its own is available consisting of transport vehicle to attend to the exigencies which will exclusively manage to transport the employees to bring them from one destination to the other destination will be required.

(vii) Communication: Necessary facility of communication like telephones, telefax, mobile phones, and internet connectivity for sending/receiving E-mails are already available for running the office, mine and allied activities smoothly.

(viii) Dak: Arrangements for the transportation of Dak to the nearest post office, company own administrative offices are available. Daks are transported timely and safely to the desired destinations.

(ix) Storage of explosive: Licensed Explosive Magazine for the storage of explosive is already available for the existing mines (adjacent to this lease) and the same will be used for this mines also for the purpose of storage of explosives.

(x) Safety and security: A full-fledged system of safety and security of the mine, office premises, stores, power and water works, explosive magazine and all others related with mining has been established and maintained which ensures safety and security of all above round the clock throughout the year.

(xi) Vocational Training Centre (VTC): A vocational training center housed in the office premises with enough trained and experienced staff supported with all necessary

equipments and facilities to conduct regular training programmers as and when required to impact training and awareness to all the personals of all disciplines (who require it) to update and improve their knowledge in their fields for discharging their duties efficiently and effectively.

(xii) First aid and emergency services: A first aid center with all necessary equipments, accessories and medicines etc. will be provided within the mine premises. A trained and experienced staff of the medical discipline will be appointed. An ambulance or other suitable vehicle as an alternative will be put on service as and when required for transportation of affected person to the nearest hospital as the case may be.

(xiii) Dispensary: A fully equipped dispensary with a qualified medical officer (Doctor) and compounder with all necessary medical facility are available in the colony.

(xiv) Fuel Storage: All necessary infrastructure for storage of fuel (diesel) like fuel tanks etc. with enough capacity sufficient for attest 15 days will be kept for smooth running of all the machinery and ultimately to ensure regular and uninterrupted production achievement.

(xiv) Canteen: Existing Canteen will serve the employees of all the mines.

13.2 Employment potential: (i) Management & Supervisory Personnel: To run the mine systemically and scientifically and to achieve the target of limestone production uninterrupted, it is imperative to have a team of highly- skilled officials well supported by, trained and experienced skilled technical and non technical officials and backed by a team of semi-skilled staff and a fleet of unskilled workers. The breakup of total employment (Highly Skilled, Skilled, Semi-Skilled and Un-Skilled) is as under: S. No. Highly Skilled Man power No. 1 Mines Manager (Ist class certificate holder) 01 2 Asstt. Manager Mines (Ist or IInd class certificate holder) 01 3 Geologist 01 4 Mining Engineer 01 4 Mechanical Engineer 01 5 Electrical Engineer 01 Total 06

S. No. Skilled Man power No. 1 Mining Foreman (certificate holder) 04 2 Blasting Foreman 01 3 Mechanical Foreman 03 4 Electrical Foreman 03 5 Store Officer 01 6 Security Officer 01 7 Mine Surveyor 01 Total 14

S.No. Semi-Skilled Man power No. 1 Drill machine operator (experienced) 02 2 Excavator operator (experienced) 02 3 Dumper operator (experienced) 02 4 Compressor operator (experienced) 01 5 Rock breaker operator (experienced) 01 6 Dozer operator (experienced) 01 7 Mechanical, Electrical, Blasting 02 8 Time Keeper 02 9 Security 05 Total 18

1 Unskilled labour for housekeeping, plantation 10 Total 10

Note: Apart from the above, for maintenance of roads, making drains, fencing & other miscellaneous jobs will be done up on contractual basis.

* * * * *

14.0 PROGRESSIVE MINE CLOSURE PLAN UNDER RULE 23 OF MCDR’1988

14.1 Environment Base line information: Attach a note on the status of baseline information with regard to the following.

a) Existing Land use Pattern indicating area already degraded due to quarrying / pitting, dumping, roads, Processing plant, work-shop, township etc.

The applied lease area comes under, private land, Govt. land and forest land (bade jhad ka jungle), but cultivation in the lease hold area is very limited and most of the land is devoid of vegetation. The land is still virgin and no mining activity has been done in the area till date. Summary of the land use is as under (Area in Hectares):

Forest land Non- Forest land

Type Area Type Area (vi)Reserve Forest Nil (vii) Govt. waste land Nil (viii) Protected Forest Nil (vii) Govt. grazing land 1.284 (viii) Wild Life Sanctuary Nil (ix)Pvt. Agriculture irrigated land 1.819 (x) Bird Sanctuary Nil (ix)Pvt. Agriculture non-irrigated land Nil (x) Others (bade Jhad ka Jungle) 16.116 (xi)Pvt. other land Nil -- -- (xii) Others (specify) Nil Total 16.116 Total 3.103

(b) Water Regime: Water is the primary requirement of all human beings and their activities. Information about its availability and quality in the leasehold area and its surrounding is necessary and important. The water resources in the mining lease hold area and surrounding may be placed into two major categories – Surface water resources: In this area river Shivnath is the main surface water source. It flows from NNW to East direction. It is a major tributary of river Mahanadi. The villagers have

generally 2 to 3 kachha (unlined mud) ponds which are used for bathing, clothes washing etc. These nallahs and ponds are dry except during monsoon period. Ground water resources: In area confined to mining lease, the limestone is hard, compact and massive in nature and devoid of any secondary porosity like joints, fissures etc. to have potential ground water occurrence. However, regionally ground water occurs under water table to semi- confined and confined conditions. In the shale the weathered / jointed zones and bedding planes constitute the water table aquifer. In general, the shale is considered as poor aquifers yielding only small quantities of water in wells. The limestone and dolomite are the principal aquifers in the area. Discharged Water: No affluent will be discharged to the river. During rainy season, a garland bund all along the mining area will be provided to restrict the surface runoff. However water gets accumulated in pit sump through rain. Pit sump acts as a settlement tank where water will be allowed to store for adequate time to settle down its entrained solid. Finally clean and clear water will be discharged to the river through harvesting pit through nala where check dam is provided to check the siltation to discharge in-to river.

(c) Flora and Fauna: With the operation of plant & mine over a period of two decade adjoining to the proposed mining lease area, there has been seen changes in the form of general aesthetic and ecology in the area under the control of LIPL. Initially the area was witnessing mixed land uses with barren land, double crop, major and minor. There are only few mahua, sal and Plumb trees and other species scattered over the area and the adjoining area. No wild life is conspicuous within the area. Rabbits are seen in the nearby area of the lease. List of flora & fauna authenticated from District Forest Officer is enclosed. Now nearly 6.2 lac trees have been flourishing adjoining to the proposed mining lease area and within and outside of the present operating mining lease boundary, with the survival rate of 80%. Species planted are as Babool, Sheesham, Gulmohar etc. along with the local species.

(d) Quality of air, Ambient Noise level and water: Under the EIA notification as per environment (Protection) Act 1986, environmental clearance has become a mandatory for any mining operation. LIPL shall obtain valid clearances before starting mining operation in the proposed Mining Lease area Area is predominantly an agricultural land. Within 10 km radius, no industries other than mining activities and cement plant of LIPL are located. The baseline environment quality represents the background environmental scenario of various environmental components such as air, noise, land, water status of the area. To assess the prevailing environment condition regular air and water samples are taken and analysed by the MoEF approved agency M/s ANACON LABORATORIES PVT LTD, Nagpur. Outcome of the analysis report is briefly discussed below: Air Quality: The sources of emission in the area are mainly the activity of Sonadih cement plant & mine, vehicular traffic, agricultural fields, unpaved roads and domestic fuel burning. SUMMARY OF WIND PATTERN ON A PARTICULAR DAY

Duration (Hrs) Predominant Wind Speed Wind Direction KMPH 00:00 – 08:00 hrs N-NNE-NE-ENE Sector 08:00 – 16:00 hrs NE-ENE-E-ESE Sector 1-15 16:00 – 24:00 hrs NW-NNW-N-NNE Sector 00:00 – 24:00 hrs NNW-N-NNE-NE Sector

Ambient Air Quality: To assess the background value, 8 locations has been identified and quality of various environmental parameter has been monitored. The basis of identification of stations is as under:

Identification of various industrial operations in the study area: The following activities are present in the 10 Km radius of the lease area, which are responsible for the background air quality.

- 3.5 MTPA dry process and recliner based cement plant - Present Limestone production from the mines of LIPL of 5.5 MTPA - Local activities & roads - Vehicular movement

LIPL has implemented various pollution control systems and maintaining the emissions far less than those of the prescribed standards at both cement plant and mine area. Water sprinkling to suppress dust is being carried out in mines.

Identification of Ambient air Quality Monitoring Stations: Ambient air quality of the mining lease area and within a radius of 10 KM has been assessed through a network of 8 ambient air quality locations. Of the 8 locations, 3 ambient air quality stations are located in the buffer zone and 5 stations within lease area in such a way that some of the stations were in the upwind direction based upon the prevailing conditions at the time of sampling. Few stations outside the lease area, in downwind direction were selected to ascertain the impact of mining and associated operations on ambient air quality beyond the mine boundary. These stations are designed keeping in view of the climatologically conditions of the study region and mine operations of LIPL.

Details of ambient air quality Monitoring locations:

Station Location Of the Station Distance Direction Code w.r.t mine (km) w.r.t mine Buffer zone BA-1 Near River Bank 1.5 N BA-2 Village Raseda 0.5 SE BA-3 Village Sonadih 0.5 N Core zone CA-1 Near Electrical Substation ------CA-2 Near Raseda School ------CA-3 Near Trijunction ------(Railway/Nalah)

CA-4 Near Sonadih Village ------CA-5 Raseda-Sonadih Road ------(Milestone)

NOISE ENVIRONMENT: Noise survey was carried out in the existing mining area to measure the noise produced due to operation of heavy earth moving machineries, Noise level has been monitored in core and buffer zone to measure the present level and to assess the impact on the neighboring human settlements. Noise levels were measured near highways, residential areas and other settlements located within 10 km radius around the mine area. Noise levels were monitored at 5 Locations near the Mining Lease area. The noise recording stations in the buffer zone are given in the following table. The day equivalent noise levels were found to be relative high due to local activities in the villages. Noise levels recorded in the night time were found to be less than 51 dB (A) which is well within the threshold value of Chhattisgarh Environment Conservation Board.

Noise Monitoring stations (Buffer zone)

Measured Noise level dB(A)

S. No. Location Day Time Night Time 6 AM-10 PM 10 PM-6.0 AM

01. MINE OFFICE 50 44 02. AT SONADIH VILLAGE 40 30 03. AT TOWNSHIP 42 34 04. RIVER BED 50 44 05. RASEDA VILLAGE 48 44

Spot Noise Level (Core zone)

Location Noise Level in dB(A) Near Electrical Substation 52 Near Raseda School 42 Near Trijunction 45 (Railway/Nalah) Near Sonadih Village 38 Raseda-Sonadih Road 44 (Milestone)

WATER ENVIRONMENT: Assessment of baseline data on Water environment includes Identification of surface water sources - Seonath River is main surface water body and the same has been identified for Surface water quality monitoring and water sample has been taken. Analyzing water samples collected for physico-chemical and biological parameters and found that the associated parameters are well within the norm stipulated under IS 10500.

(e) Climatic Condition: The Lease area experiences warm temperature climate. The mercury touches the level of 48º C during summer and goes down to 10qC during winter. Winter lasts for short period only. The mean wind speed over the last 20 years was ranging from 1 kmph in December to 15 km/h in June. The relative humidity over the last 20 years range between 34 in May to 87 in August.

(f) Human Settlement: The lease area falls under Balodabazar Tehsil of Balodabazar - Bhathapara District. Most of the villagers are socially and economically backward. The main occupation of the villagers is agriculture. Population statistics in above mentioned villages falling under the vicinity of applied lease area, is collected from National Informatics Centre, Raipur. The collected data is based on 2011 Senses.

Villages-wise Population with in 10 kms radius of the mining lease

SL. NO. Name of the Distance from Direction Population Village Lease boundary (KMS ) 1 Sonadih 0.5 N 2533 2 Boiradih 2.00 N-W 180 3 Dhabadih 1.00 W 742 4 Kesdabri 2.00 S-W 217 5 Mohtara 2.60 S-W 2287 6 Jokha 4.50 S 767 7 Latwa 5.10 S 5363 8 Raseda 0.50 S 2883 9 Rasedi 1.00 S-E 3608 10 Khairi 3.90 S 509 11 Khainda 4.20 S 1750 12 Semradih 4.75 S - E 540 13 Boirdih 3.75 S - E 542 14 Bemetara 3.10 S 509 15 Muriadih 3.50 S 360 16 Mendh 3.00 S-E 1613 17 Khapri 2.5 N-E 612 18 Kokri 2.40 N - E 2025 19 Gobri 1.10 N 1050 20 Hardi 2.60 N - W 1783 21 Kesla 2.70 N - W 2250 22 Achanakpur 5.20 S 895

(g) Public Building, Places of Worship and Monuments:

Nil (h) Does area fall under notified area under water (Prevention and Control of Pollution) Act 1974.

No.

14.2 Impact Assessment: Attach an Environmental Impact Assessment Statement describing the impact of mining and beneficiation on environment on the following:

EIA basically involves the study of prevailing environmental condition and the effects lay on the environment due to ongoing mining activities. Existing mining obviously gives rise to change in topography, marginal change in air quality, slight increase in noise level and may induce moderate ground vibration. EIA basically deals with the above factor and establish the relation in the light of existing mining activity. Following paragraphs describes the impact assessment over the next five year and upto conceptual plan period.

LAND ENVIRONMENT: The lease area is still virgin and no mining activity has been carried out in the area except some boreholes drilled during the prospecting. N-W part of the lease is non mineralized area and will be utilized for reject and waste dump. The measures taken by LIPL are likely to bring forth positive impact on the landscape, although the degraded land cannot be fully reclaimed. The aesthetic environment of the area will have a positive impact by the time mining ceases in the area with proposed thick afforestation. At the end of the next five year plan and up to end of conceptual plan, the land use pattern with in lease hold area is likely to be as follows:

LANDUSE PATTERN OF THE MINE AREA (Ha.)

Content Land use at the end Land use up to the of 1st five year conceptual period A. Area under mining lease 19.219 Ha 19.219 Ha B. Mineralized area where mining 19.219 Ha 19.219 Ha would be carried out C. Quarrying 3.15 Ha 10.05 Ha D. Dumping of OB waste 1.20 Ha Nil E. Stacking of top soil 0.50 Ha F. Haulage road, workshop, mines 1.10 Ha Nil office, etc. G. Area for green belt 1.85 Ha 1.85 TOTAL 7.80 Ha 11.90 Ha

IMPACT ON AIR QUALITY: Air quality will be affected due to total handling of limestone and movements of vehicles. Various non point sources in mining like drilling, blasting, excavation, haulage over internal

roads, stock pits, loading and unloading etc. produces gaseous pollutants like SPM, SO2, CO and Nox. By adopting appropriate monitoring and control measures as suggested in Environment Management Plan pollutants will be well within the safe limit.

IMPACT ON WATER QUALITY: There would not be any adverse effect on water quality due to mining. There will not be any effluent discharge to main water course. The HFL of the Shivnath River is located at an RL of 237 m. A series of check dams are proposed for trapping the silt of mines discharge water during rainy season. The water overflow from the check dam will drain to Shivnath River through the existing seasonal nala.

IMPACTS ON GROUND WATER TABLE: Detailed hydro geological studies have been carried out in the existing operating mine area which is adjoin to the proposed mining lease area to know the ground water table and its interaction with the mining activities. Ground Water levels were monitored by establishing the observatory wells within 10 km radius of the study area. The ground water levels monitored around the mine lease area were found to be in the range of 30-35 m.

IMPACT ON WATER QUALITY: As the mining will progress horizontally and vertically, the rain water precipitating within the work area shall be stored in the bottom most bench. During mining of the limestone, top soil/mineral reject will be generated and the same will be disposed off all around the mining lease boundary for formation of bund all along the boundary. During monsoon there is some possibility of transportation of the silt and sediments into the nallas from the mine, thus causing pollution of the natural drainage system. In order to avoid soil erosion and also the possibility of carryover of the material with rainwater, a retaining wall with garland drain will be provided. Hence adverse impact on water quality is not envisaged.

WATER CONSUMPTION AND WASTE WATER GENERATION: LIPL will use around 50 m3/day of water in the following areas: 1. For water sprinkling on main mine haul roads and feeder roads. 2. For greenbelt development.

WASTE WATER GENERATION: The wastewater generated from the domestic front is mainly from toilets and canteen. This water is treated in septic tank followed by Soak pit.

IMPACT ON NOISE LEVEL: Noise will be produced due to drilling, blasting, compressors, pumps, movement of vehicles and other machinery. The noise generated by the mining activity will be dissipated within a small zone around the mines. There will not be any major impact of the mining activity in the vicinity. However, pronounced effect of above noise levels will be felt only near the active working area and on the personnel working in the vicinity. The impact of noise on the villages is negligible as the villages are far located from the applied lease area. LIPL will provide a greenbelt of 15 m width all along the mine lease boundary.

IMPACT ON VIBRATION LEVEL DUE TO BLASTING: The lease is located near village Raseda which is located at 0.5 km distance from mine boundary. Blasting at the lease area will be conducted by adopting the latest technology of Shock Tube Initiation System which lower down the ground vibration to a great extent and the same method will be followed in future as well, hence there will be no impact on the nearby dwellings and structure as well. Therefore there is no danger on account of ground vibration induced by blasting.

IMPACT ON SOCIO-ECONOMICS: NO REHABILITATION: The lease area does not cover any habitation. Hence the mining activity in the area will not involve any displacement of human settlement. The mining operations will not disturb/relocate any village or need resettlement. Thus no adverse impact is anticipated.

IMPROVEMENT IN SOCIO ECONOMIC STATUS: The mining activity will improve the economic status of the people around the applied lease area. Continued mining activities will benefit the local people due to provision of more infrastructure facilities provided by local

industry as mining industry boost the local market, which will invite people from different places to install their ancillary units. Socio economically the area is typically rural and backward. The impact of the mining on the socio-economic environment of the nearby villages will be positive. Take-over of cement plant and mines by Lafarge India (P) Ltd in 1999, has brought a positive-change in the socio-economic conditions of this region. To uplift the economic status of this area, LIPL has set up multi dimensional Rural Development Programme which has helped in building up the overall socio-economic structure of population of villages adjoining. The salient features of Rural Development Programme are to provide over the period of next five years and up to end of conceptual plan: 1. Health and hygiene through mobile medical clinic 2. Agricultural extension 3. Drinking water project 4. Educational programme 5. Woman and youth development activities 6. Income generating schemes 7. Sports and cultural activities

LIPL is keen in welfare of its employees and employees are covered by number of benefit schemes, which has changed the entire set-up in relation to education, housing, transport, social features, marketing, recreation, sports etc. where employees and their family are involved. LIPL with their cement plant and captive limestone mine have also had their significant contribution to this all round social and economic growth of the immediate neighborhood. The company has provided housing, educational and medical facilities and drinking and running water supply to the employees in the cement plant and mines.

The impact on socio-economic environment is found to be positive. The factory is located in economically backward area in district Baloda Bazaar Bhatapara. Plenty of job opportunities have been made available to local people which has increased the living standard. Communication and transport facility has been made available. Management has set up full fledged township with all facilities of Public school, market, recreation club, health centre, community hall, guest house, road, street lights, water supply and sewerage system etc. There by quality and per capita income has improved.

IMPACT ON HISTORICAL MONUMENTS ETC. No impact as no public buildings, places, monuments etc exist within the applied lease area or in the vicinity 14.3 Progressive reclamation Plan: To mitigate the impacts and ameliorate the condition, describe year wise steps proposed for phased restoration, reclamation of lands already/to be degraded in respect of following items separately for 5 years period.

14.3.1. Mined-Out Land: Describe the proposals to be implemented for reclamation and rehabilitation of mined-out land including the manner in which the actual site of the pit will be restored for future use. The proposals may be supported with yearly plans and sections depicting yearly progress in the activities for land restoration/ reclamation/rehabilitation, afforestation etc, called “Reclamation Plan”.

Mined out Pit: The mined out pit, after confirming the exhaustion of entire limestone upto the economic depth will be converted into a water reservoir, and a part of pit will be backfilled through generated OB/waste.

Plantation Programme: During this plan period, the plantation will be carried out on the southern side in the non-mineralized zone which will be as under:

Year Plantation Nos. of saplings area (sq m) I Year 3,700 740 II Year 3,700 740 III Year 3,700 740 IV Year 3,700 740 V Year 3,700 740 Total 18,500 3,700

A Reclamation Plan has been prepared and enclosed as Plate No. VIII.

14.3.2. Topsoil Management: The topsoil available at the site and its utilization may be described. The generated top soil will be temporary stacked along the lease boundary and covered by plantation.

14.3.3. Tailings Dam Management: The steps to be taken for protection and stability of tailing dam, stabilization of tailing material and its utilization, periodic desilting measures to prevent water pollution from tailings etc, arrangement for surplus water overflow along with detail design, structural stability studies, the embankment seepage loss into the receiving environment and ground water contaminant if any may be described. Since there will be no beneficiation plant, the question of tailing dam management does not arise.

14.3.4Acid mine drainage, if any and its mitigative measures. There is no mineral of such nature hence there is no chance of acid mine drainage, since the water is potable.

14.3.5. Surface subsidence mitigation measures through backfilling of mine voids or by any other means and its monitoring mechanism. Backfilling of mined out pit does not possible, at this stage after the 8th year mined out pit of will be backfilled by generated overburden and part of the mined out pit will be converted into water reservoir.

14.3.6. The information on protective measures for reclamation and rehabilitation works year wise may be provided as per the following table. SUMMARY OF YEARWISE PROPOSAL FOR ITEM NO. 8.3

Items Details Proposed Area in Hectares Actual Remarks YEAR 1st 2nd 3rd 4th 5th Area afforested (ha) ------No of saplings planted ------t

Dump Cumulative no of plants ------Cost including watch and care during the year ------Managemen Area available for rehabilitation (ha) ------Afforestation done(ha) ------No of saplings planted in the year ------Cumulative no of plants ------benches benches Any other method of rehabilitation (specify ------Management of worked out Cost including watch and care during the year ------Void available for Backfilling (L x B x D) pit ------wise /stop wise Void filled by waste /tailings

and Afforestation on the backfilled area ------

backfilling Rehabilitation by making water reservoir ------Reclamation

Rehabilitation by Rehabilitation Any other means (specify) : ------Area available (ha) ------of ion

Reha Area rehabilitated 0.37 0.37 0.37 0.37 0.37 ------bilitat

Method of rehabilitation (Green belt) ------Others ------(specify) ------

14.3.7 Disaster Management and Risk Assessment: This may deal with action plan for high risk accidents like landslides, subsidence flood, inundation in underground mines, fire, seismic activities, tailing dam failure etc. and emergency plan proposed for quick evacuation, ameliorative measures to be taken etc. The capability of lessee to meet such eventualities and the assistance to be required from the local authority may also be described. LIPL has already provided adequately safe and healthy conditions for carrying out the mine operation as per the Mines Act 1952. The Safety Department of LIPL has formulated Disaster Management Plan (DMP) for implementation in case of disaster. The following natural/industrial problems are envisaged during normal operation. x Possibility of fire & explosion at the Mine Magazine x Toppling of oil Tanker x Collapse of benches inside mine. x Flooding of Mines with water x Possibility of catching fire at the mine & plant garage Maintenance – Lubricants storage and petrol / Diesel Dispensing Pump. LIPL has formulated preventive and emergency measures for each of the above disaster. The Cement Plant has the following arrangements for prevention and fighting the fire : a) Main Reservoir : Capacity-2000 m3 b) Diesel Pump : Discharge- 171 m3/hr x 2 Nos c) Overhead Tank : Capacity-250 m3 d) Fire Fighting Installation : 14 places e) Fire tender : 01 No f) Self propelled water sprinklers 2KL : 02 Nos.

Potential Hazards, Prevents and Emergency Measures:

Possible Preventive measures Emergency measures Emergency 1.Possibility of 1.Storage and handling of explosive at 1. Inform immediately to control fire & the magazine is done in accordance room, Mines Managers explosion at with the provisions made under the 2. In case of fire and Explosive the Mine Indian Explosive Act and Mines Act. evacuate personnel to a safe Magazine 2.No persons shall smoke and no fires, distance and no try should be lights, or articles or substances of made to extinguish the fire. flammable nature or liable to 3. The details regarding the spontaneous ignition or to cause or accident should be communicate fire or explosion shall be communicated to the DGMS DMS allowed at any time within 15 m from and District authorities magazine. 4. Debris will be removed and 3.A distance of 15 m surrounding the buried by digging a ditch. magazine shall be kept cleared of dried glass or bush or flammable materials. 4.Fire extinguisher and sand buckets are provided near the mine magazine. 5.Magazine has efficient lightening conductor whose resistance is tested quarterly by a qualified Electrical Engineer. 2.Toppling of 1. Daily check up of condition of tyres 1. Cordoned off the area to avoid oil Tanker and air pressure before starting any flammable material. 2. Restricting the movement of tankers 2. Immediate communications to in the leveled area only Limiting the Mines Manager, HOD (security) speed to 20 KM/Hr safety in charge and Works 3. Suitable locking arrangements of Manager. the covers of the tanks. 3. Erecting tanker right 4. in place by applying crane as

Possible Preventive measures Emergency measures Emergency early as possible to avoid diesel flow. 5. Diesel soaked material will be scrapped properly and buried in a ditch 3.Collapse of 1. Avoiding back break during blasting. 1. Withdrawal of men and benches 2. Dozing out any back break before machinery. inside mine. lifting of material. 2. Fencing the area to avoid any 3. Providing suitable drainage to avoid inadvertent entry water accumulation near the edge of 3. Immediate communication to benches. Manager (Mines) and safety 4. Visual monitoring and no Inchage Removal of debris after deployment of men and machinery collapse of benches where any likelihood of collapse of benches are observed. 4.Flooding of 1.Proper maintenance of garland 1. Stoppage of work in the mine – Mines & drainage surrounding mine before withdrawal of man and machinery neighboring monsoon – Installation and from village with maintenance of water pumps – 2. area suspected to be affected water Everyday monitoring of level of to a safe place – Round the clock sumps and pump operation in: working of all 2.Construction of bund around 3. Installed 2 pumps 150HP active mining area (Discharge 171 m3/hr x 2 nos.). 3.Excavating sump of pit bottom 4. Information to the district 4.Dewatering of pit as per Authorities. requirement. 5.Possibility Fire extinguishers and sand buckets 1. In addition to it all security of catching are provided at Lubricant storage and guards are exposed in fire fighting. fire at the Petrol / Diesel Dispensing Pump. Workmen have also been trained mine & plant for fire fighting. garage 2. For prevention of fire and Maintenance maintenance of fire equipment

Possible Preventive measures Emergency measures Emergency – Lubricants Sonadih Cement Plant has the storage and following manpower- petrol / Safety Officer, 2 Nos. and Diesel Safety Inspector 4 Nos. Dispensing Pump.

Medical Facilities: AVAILABLE AT SONADIH CEMENT PLANT/MINES HOSPITAL Doctors & para-medical staff to provide round the clock services in case of any emergency. This hospital has equipped with 16 beds and has the modern facilities.

Medical Facilities in the LIPL – Hospital at Sonadih

Pathology Full fledged pathology laboratory is present with routine and specialized investigation facilities Facilities for Minor Minor surgical procedures like fracture, stitches, foreign body Surgical Procedures removal from eye, nose, ear, burns and electrical injuries are performed at the Hospital. Ambulance Services The medical setup is provided with an ambulance in each shift to bring patients from works to hospital in emergency. Also, if the accident is very serious in nature the patients are sent to Balodabazar, Raipur and Bhilai. Referral Services The cement plant has got liaison with Modern Medical Institute, Raipur and Hospital of Bhilai Steel Plant for admission of serious accident cases like head injuries, burns, lacerated injuries etc. Medicines & Injections: Morphine, Pethedine, Fortwin, Betnesal, Coramine, Equipments at the Atropine, Tetanus toxoid. Medical Centre Mixture and pulv. for treatment of common ailments. Sterilized dressing materials, antiseptic locations, splints. General surgical instruments like forceps, scalpel, artery forceps, needle holder, needles, suturing material and tourniquets. Blood pressure measuring instrument for estimation of COHB in blood, breathanalyzer for detection of alcohol in expired air. Resuscitator – Oxygen cylinders

ECG facilities Spirometer & Audiometer First-Aid Boxes First aid boxes are provided at prominent places in the mines & plant with following items : a) Sterilized Dressings (small, medium & large) b) Sterilized Cotton Wool c) Antiseptic Solution (Dettol/Savlon) d) Mercurochrome Solution (2%) e) Sal-Volati/Sodium Chloride Solution f) Scissor g) Adhesive Plaster (Small & Large) h) Sterilized eye pads i) Desprin Tablets j) Snake-Bite Lancet/Blade k) Potassium Permanganate Crystals l) First Aid Leaflet Manning of There are well qualified and experienced medical officers to look Hospital/Medical after the health of employees and their family members. They are Centre assisted by a team comprising of pharmacist, dressers, staff nurses, pathology technicians, attendants etc.

Activities in case of emergency: A) Giving of warning Siren. B) Withdrawal of persons & machinery. C) Restriction of employment: No person other than those duly authorized by Management shall enter the Mine for the purpose of dealing with emergency.. D) Dealing with Emergency. E) Enforcement of the order: A copy of the order shall be posted at the mine office attendance cabin, telephone operator's room and in the room of all senior officers. Periodical Mock rehearsal . F) Resumption of work: Normal work in the mine shall not be resumed except with the prior permission of the manager.

Onsite emergencies The following officers of the factory are responsible for co-ordination in case of emergency. They will be called as a “Key Personnel”. Their organisation positions are indicated as below: KEY PERSON ORGANISATION TELEPHONE NOS. POSITION OFFICE RES. MOBILE No Site Controller Senior Vice -President 321/322 461 7023777726 Shri Sanjay Joshi /Agent (Sonadih Cement Plant) Incident Controller Shri Nitesh Raghuvanshi AGM/Mines Manager 229 472 7869962751 Administrative Officer AGM (P & A) 817 401 9981509785 Shri Ravi chandra Shekhar Fire & Security Manager Officer/Fire Brigade 328 431 9893019633 (Security) Capt. Hemant Thakur Telephone Operator Shift In charge (Security 216 550 8962975122 Shri D K Saha Main Gate) Medical Officer Sr.Registrar 490 471 9893019655 Dr.D.Mondal (Medical ) Radiological Safety Officer PC Ranka 353 405 9893019639 Prakash Ranka ( E&I ) Env Health & Safety AGM ( Env, Health & 265/816 466 9893019650 Manager Safety ) Shri Vinay Kale Mine Safety Manager Safety Manager (Mines) 226 - 9893019617 Shri Swapan Kumar Roy Electrical Engineer Shift In-charge 235 ,236 446 9981997935 Shri Santosh Mahajan (E & I) Attendance clerk 218 - 7898918014 Shri B B Mishra Sr Executive ( P&A) Store in-charge Manager ( Store & 338 - 9831596472 Shri R Singh Inventory ) Store Keeper Sr Executive ( Store & 251 - 9993669797 Shri Amit Mishra Inventory ) Fire Pump Attendant Shift Operator 231 - 9981997949 Shri Dani Ram Sahu (Water Pump House)

Shift Incharge Shift Executive In-charge (Production) Emergency Controller Security Officer 111 - 9752489121 Emergency Medical Occupational Medical 222 - 9752489122 Centre CCR Official Central Control Room 333 - 9752489120 Police station Baloda-bazar - 7727200100

Responsibility of Key personnel

1. Site controller Senior Vice president or his nominated deputy will retain overall responsibility for the plant and its personnel in case of emergency. As soon as he is informed of the emergency, he shall proceed to the control room and meet the Administrative Officer. His duties shall be: - Assess the magnitude of the situation and decide if employees need to be evacuated from their working points. - Exercise direct operational control over the area other than that which is affected. - Maintain a continuous review of possible development and assess in consultation with incident controller and other key personnel as to whether shutting down of the plant and evacuation of personnel is required. - Give necessary instruction to Admn. Officer to co-ordinate with Sr. officials of Police, Fire Brigade, Medical and Factory Inspectorate /DGMS . Provide advice on possible effects on area outside the factory premises. - Control rehabilitation of affected area and persons on discontinuous of emergency. - Issue authorized statement to news media and ensures that evidence is preserved for statutory inquiries to be conducted by authorities. - In absence of Site Controller, Vice President (Operations) will take over the responsibilities of site controller.

2. Incident controller The Mines Manager of the incident area will act as Incident Controller jointly. On hearing of emergency alarm he will rush to the scene of occurrence and take overall charges and report to site controller. He will assess scale of emergency and inform the communication officer accordingly. He will: - Direct all operation within the effected area with the priorities for safety of personnel, minimize damage to the plant, property and environment. - Pending arrival of site controller assume the duties of his post and in particular direct the shutting down and evacuation of plant and area likely to be adversely affected. Ensure that all-key personnel and outside help are called in. - Provide advice and information to the Fire & Security Officer and the local fire service as and when required. - Ensure that all non-essential workers / staff of the area affected are evacuated to the appropriate assembly point. - In the event of failure of electric supply, internal telephones, Mobile phones etc setup communication points and establish contact with emergency control centre. - Report to communication officer on all significant developments. - Have regard to need for preservation of evidence to facilitate any inquiry. - In absence of Incident Controller, Site Controller (Sr.Vice President) will take over the responsibilities. - On receipt of information about emergency the Manager shall send information to DGMS (c) Senior Officers of Management (d) District Magistrate (e) Police Authorities and also establish a "control room" with one Asst. Manager in charge of the control room with proper briefing. All instructions to deal with emergency should issue from the Apex body at the control room consisting of i) Representative of DGMS ii) Senior of Management iii)

Representative of Rescue station if any iv) Representative of Trade Unions v) Experts on the particular emergency dealing. 3. Administrative officer HOD (P&A) will act as Administrative Officer / Liaison Officer/Welfare officer and will be stationed at the main entrance of Plant during the emergency. He will, under the direction of the Site Controller, handle Police, Press and other inquiries, receive reports from roll-call leaders from assembly points and pass on the absentee information to the Incident Controller. His responsibilities shall be: - To ensure that causalities receive adequate attention/to arrange additional help if required and inform relatives/nearest family members by appropriate mode of communication i.e phone, telegram, e-mail address - To control traffic movements inside the factory and ensure that alternative transport is available when need arises - When emergency is prolonged, arrange for the relief of personnel and organize refreshments / catering facility. - In absence of Administrative Officer, Communication Officer ( Sr. Manager- Personnel) will take over the responsibilities.

4. Communication officer AGM (Administration) will work as a Communication Officer. He will proceed to emergency control center on hearing alarm and maintain communication with Incident Controller and site controller and administrative officer and Safety Manager. He will: - Pass information to the Site Controller , Incident Controller and other departmental HODs . Recruit suitable persons to act as runner between incident controller and himself if telephone fails due to any reason.

- Maintain a log of the incident in a register kept for the purpose at the emergency control room. - Inform out side agency for mutual aid if required. - In case of a prolonged emergency involving risk to outside area by wind-blown materials – contact local meteorological office to receive early notification of changes in weather conditions. - In absence of Communication Officer, Administrative Officer (HOD P&A) will take over the responsibilities.

5. Fire & Security officer In charge (Security) will act as Fire and Security Officer. On hearing Siren / receiving information he will reach at site immediately and advise fire and security personnel in the factory about the incident zone. He will direct the Fire Brigade and Emergency services at the incident site. He will convey message to the Communication Officer, Incident Controller, Site Controller and Safety Manager about the Incident Zone. He will open the gates near to the incident Zone and stand by to direct the emergency services. The Procedure of emergency response of Fire Mock Drill will be followed in the case of actual fire/Emergency situation and filled in the proforma attached. A detail investigation report to be made to ascertain the cause of fire/Emergency situation and suggest measures to prevent its recurrence in In absence of fire and Security Officer, Unit commander of Hired Security agency will take over the responsibilities.

Fire Bridge personnel Most of the Security guards are trained for fire fighting operation and these people form the factory fire brigade team. On receipt of information the fire in-charge who is on duty at the

time will proceed to incident site with his crew. The crew will carry out the operation under instruction of fire in-charge Fire pump attendant The Shift Operator of Pump House will act as Fire Pump Attendant. On hearing the fire alarm they will immediately proceed to the pump house to ensure that pumps are operating and stand by to maintain continues supply of fire water pumps are ready.

6. Telephone operator Shift In-charge (Security Main Gate) will act as Telephone Operator. On hearing the emergency alarm/message, he will immediately contact Security in-charge/CCR (Central control room) and communication officer. In case mobile phone, internal / external telephone system becomes inoperative; he shall inform the Communication Officer/ CCR officer through a messenger. In case fire is detected and the alarm is not in operation, he shall receive information about location from the person who detected the fire and thereafter immediately informed to CCR to spread message further to pump house and incident controller. He will blow emergency siren for three times of duration 25 seconds each. On hearing of emergency siren all persons will assemble to nearest assembly points till all clear siren blown. Once the incident come under control the all-clear siren will be blown. The incident controller/Site controller is authorized to communicate the clearance to security in charge.

7. Medical officer The Medical Officer of Lafarge Occupational Health Centre will work as Medical Officer. He will arrange all possible help to victim at hospital and refer those to Raipur Main Hospital or at other place, as he thinks fit. He has to preserve minimum quantity of medicine and medical equipment to meet the requirement at the time of emergency for immediate relief.

He shall report to the control room, requisition services of doctors from the adjoining mines/areas, be ready with medical staff to attend to the injured, inform central or district hospitals to receive serious cases, requisition Ambulances from adjoining mines/hospitals, and arrange for blood collection (visit of blood donors shall be maintained in each mine)

First Aid Teams The Administrative Officer keeps the roll call lists for the Fire and First Aid team on duty. Roll call leaders and first aiders are appointed by each Departmental Head for his shift team. Roll call leaders shall check their rolls as members of services and report for emergency duty. Names of unaccounted persons or absentees are informed to the Fire & Security Officers. Members of the First-Aid teams report to the Incident Controller on hearing the alarm and follow his directions.

8. Electrical Engineer Shift In-charge (E&I) works as a Electrical Engineer. He will assist and act according to Incident Controller. He will arrange for substitute power supply in emergency and arrange for shutting down of plant if required.

9. Manager (Environment & Safety) Manager (Env. Health & Safety) will reach at site immediately after getting information from communication/Security in charged. He will assess the health and safety aspect of incidents and advice the incident controller to take further action to control the situation.

10.Duty of security personnel: He shall report to the control room; cordon off the entrances to the mine; maintain law and order and assist police and arrange for guarding the dead bodies till those are sent for post-mortem.

11.Central control room officer CCR officer will immediately inform to pump house operator and concern House leader/ Departmental head about the incidents to take action to control the incidents

12.Duty of store in-charge: He shall check the materials on the emergency list; shall send the list to the control room; wait for instruction for procurement of more materials and promptly issue materials on receipt of requisition slip.

13.Duty of transport officer: He shall report to the control room; keep all light and heavy vehicles ready; if necessary, requisition for more vehicles from adjoining mines; organize transport of men and materials from other mines / places.

14. Duty of Canteen Manager: He shall report to control room; arrange supply of tea, snacks and meals for all involved in emergency work.

15.Duty of Union Leader: He shall maintain peace, assist management in rescue and recovery work by organizing volunteers; help in controlling the affected families.

Other Departmental Heads The all departmental heads will reach the affected area immediately after hearing telephone or alarm. They will assist the Emergency team / Incident Controlled as required.

MOU: Sharing of Resources during emergencies during emergency /office of the District Magistrate.

100

14.3.8 Care and maintenance during temporary discontinuance: An emergency plan for the situation of temporary discontinuance due to court order or due to statutory requirements or any other unforeseen circumstances may indicate measures of care, maintenance and monitoring of status of discontinued mining operations expected to re-open in near future. An emergency plan for the situation of temporary discontinuances or incomplete programme due to court order or due to statutory requirement has been drawn and executed depending upon the situation. The entire mining work will be under the supervision of qualified Mines Manager, who will responsible for any emergent situation. However, the following steps will be taken during temporary discontinuance of the mine. 1. Security guards will be posted at strategic points. 2. The maintenance of plantation area will be ensured. 3. Periodical inspection of the mine will be carried out by competent persons during temporary discontinuance period. 4. Notice and Returns will be sent as per Rules, Regulation, and Act.

14.3.9 Financial Assurance: The financial assurance can be submitted in any encashable form preferably a Bank Guarantee from a Scheduled Bank as stated in Rule 23(F)(2) of Mineral Conservation and DevelopmentRules,1988 for five years period expiring at the end of validity of the document. The amount calculated for the purpose of Financial Assurance is based on the CCOM’s Circular no. 4 dated 2006 as below. Total amount of the financial assurance will be ` 1,48,750/-, this will be submitted to the Raipur Regional Office, before the execution of the mining lease. The Financial Area Assurance Plan has been enclosed as Plate No. X.

101

Table showing the area “put to use” area to be reclaimed and financial assurance to be paid: S.No. Head Area put Additional Total Area Net area On use at Requirement considered Considered the start of during plan (Ha) As fully for plan Period reclaimed & Calculation (Ha) (Ha) Rehabilitated (Ha) (Ha) A B C = (A+B) D E=(C-D) 1 Area under mining -- 3.15 3.15 -- 3.15 Storage for Top 2 -- 0.50 0.50 -- 0.50 soil 3 Waste dump site -- 1.20 1.20 -- 1.20 4 Mineral storage ------Infrastructure- 5 workshop, admin. -- 0.10 0.10 -- 0.10 Build. etc 6 Roads -- 1.00 1.00 -- 1.00 7 Railways ------8 Tailing pond ------Effluent treatment 9 ------plant Mineral separation 10 ------plant 11 Township area ------12 others ------Grand Total Nil 5.95 5.95 Nil 5.95

Amount of Financial Assurance will be 5.95 × 25,000 = ` 1,48,750/-.

102

14.3.10 Financial Assurance details: The details of Bank Guarantee are as under: Amount: ` 1,48,750/- Bank Name: Branch:. Bank Guarantee No. Guarantee period from: Valid upto:

* * * * *

103

Nitesh Raghuvanshi Shalabh Saha Qualified Person Qualified Person

Annexure - III

PHOTOGRAPHS OF THE AREA

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PROSPECTING REPORT

For

Applied ML area 25.019 Ha in village Khapri & Sonadih of Tehsil Baloda Bazar , District Raipur, Chhattisgarh State - India

Broad contents..

Introduction Regional Geology Local Geology Scheme of Investigation Analysis of Limestone Reserve Borehole Log

Plates :

Key Map Cadastral Map Surface geological map Longitudinal and Transverse Section lease Map showing all the Blocks

2 1.0 Introduction

With a view to sustain the present capacity of Sonadih Cement Plant owned by Lafarge India Private Limited at Sonadih in Balodabazar Tehsil of Raipur Distrist in Chhattisgarh state for an adequate period and also to withstand the proposed increased production capacity of 3.5 MTPA of clinker, geological investigation was undertaken under prospecting license held by Lafarge India Private Limited at B,C,D,E,& F Blocks measuring a total of about 508.633 hects covering parts of Sonadih, Kesdabri, Dhabadih and Raseda villages to make quantitative and qualitative assessment of the deposit and establish additional limestone reserve to increase the life of mine to cater smooth raw material supply to the cement plant for a prolonged period. Lafarge was granted the prospecting license over B,C,D,E& F Blocks bearing given reference measuring a total of about 508.633 hects by Govt. of Chhattisgarh prior to undertaking the prospecting activities. a) B ²Block- Letter No- 2-126/2001/M dt 24/04/2002 over an area of 86.350 Hects b) C-Block - Letter No- 2-125/2001/12 dt 13 /1/2006 over an area of 92.-165 Hects c) D-Block - Letter No- 2-28/2004/12 dt 25 /1/2006 over an area of 180.-012 Hects d) E-Block - Letter No- 2-38/2002/12 dt 18 /1/2006 over an area of 21.459 Hects e) F-Block - Letter No- 2-80/2003/12 dt 18 /1/2006 over an area of 128.147 Hects

Keeping in view of the above, Lafarge entrusted the job of exploration to M/s.Drilltech Consultant, Kolkata under work order no SCP/O1N95/259056/1/1 dated 5th Jul 2002 and later vide Work Order No.LIPL/CPO- SER/EOO/GEO/SCP/05/5370 dated 18th May 2005 subsequent to which detailed prospecting of the area was undertaken in two field sessions by Topographical Survey, Geological Mapping of the area followed by diamond core drilling, logging of the core samples and preparation of the samples in 100 mesh for chemical analysis. During this exploratory work, the laboratory facility of Sonadih Cement Plant and Arasmeta Cement Plant was availed by Lafarge for conducting chemical analysis of all the samples by XRF techniques. All these activities were carried out during the period from August 2002 to March 2003 and later during the period from February 2006 to May 2006. After completion of field work and availability of chemical analysis results from Lafarge, a detailed prospecting report has been prepared comprising of reserve and ROM quality of limestone for all the prospecting licenses held.

After studying the technical and economic feasibility of the prospected area Lafarge management decided to go for mining lease over the abovementioned areas in form of three different ML applications i.e. 464.766 Hect, 71.449 Hects & 25.019 Hects.The Applied ML area under reference includes the following blocks:

3 Applied ML Area in 'HWDLOVRIWKHDUHDXQGHU3/·V Remark Hects falling in the applied ML Area (Ha) 20.716 Prospecting license for 92.165 Hect (Block C) 25.019 4.303 Prospecting license for 21.959 Hect (Block E)

1.0.1 Location

The PL area demarcated as Block ,¶&· ¶(· falls in the villages of Raseda & Khapri in Tehsil Balodabazar, District Raipur are located at about 100 km NNE of Raipur city and 10 km. from Baloda Bazar Town in the district of Raipur, Chhattisgarh State. However the applied ML area 25.019 ha falls in the village of Khapri only. The nearest railway station Bhatapara, is located at about 35 km. from the PL areas on Mumbai- Howrah main line of South-Eastern Railway. The areas constitute a part of Toposheet No.64K/1 and 64K/2 of Survey of India and are bounded by Longitude 820·µWR 820·µDQG/DWLWXGH0·µWR0·µ

Road

The distances from PL area to major areas are as follows:

1. Baloda Bazar (nearest town) : 10 km. 2. Bhatapara (nearest railway station) : 35 km. 3. Nipania (nearest railhead) : 24 km. 4. Raipur (State Capital) : 100 km.

1.0.2 Physiography

The topography of the region is characterized by plain and flat with a gentle slope towards South-West direction. The average elevation is around 237.930 Mtrs above MSL with the maximum being around 240.240 M. While most of the areas are under a cover of lateritic soil the other parts are outcropping. The present land use being UHFRUGHGDVWKH¶%DGHMKDGNHMXQJOH· and government and private land in the revenue records, however the PL areas are practically devoid of any forest with occasional existence of big trees and has some sparsely distributed vegetation comprising of Acacia arebacia trees and wild berry.

1.0.3 Climate

4 The area has sub-tropical climate with average annual rainfall in the range of 80 to 90.00cm. The rainy season persists from June to September with maximum rain fall in the month of August. Sometimes intermittent showers accompanied by storm are experienced in March and April before the on-set of monsoon. May is the hottest part of the year with temperature going upto 470C while the usual temperature ranges between 270C and 420C. January is the peak winter with temperature varying between 280C and 130C.

Water table is very near to the surface particularly during monsoon (1.0m depth in most places) gradually going down to 6.5m below surface during hot summer.

1.0.4 Scope of Work

The scheme for the geological investigation was suitably framed to demarcate the potential area of cement grade limestone and estimation of mineable reserve along with its quality. The scope of work broadly included:

Topographical Survey in 1:2000 scale with 1.0 m contour interval of the individual PL blocks with grid lines at 150 metre interval through N-S & E-W direction and determination of grid levels taking reference coordinate (3000,3000) from borehole 11/86 of Block-A. Geological mapping in 1:2000 scale along with surface sampling Diamond Core Drilling (270 metres in 9 boreholes) in the Applied ML Area i) C north & E middle Block : 09 No. of boreholes Geological logging of all the boreholes and sampling of the cores.

Chemical analysis of all the samples were conducted at the laboratory of Arasmeta and Sonadih Cement Plant by XRF.

2.0 Regional Geology

The area forms a part of Central Indian Peninsular Shield of which the oldest rock formations encountered are the schists and gneisses of Archean age. The other formations found in the district are of Proterozoics and Carboniferous limestone, sandstone, coal seams and the laterite etc.

2.0.1 CHATTISGARH BASIN:

The crescent shaped Chattishgarh basin covers an area of about 33,000km2 in the central India craton, and lies mostly in the southeastern part of Madhya Pradesh, with marginal extensions into Orissa.

Ball (1877) and King (1885) described the Geology of the Chattishgarh basin on the basis of regional traverses, and considered the Chattishgarh sediments as equivalents of the Vindhyan. Dutt (1964) carried out traverse mapping in the southern part of the

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RAIPUR DESCRIPTION OF THE LITHO-UNITS THICKNESS SERIES Greenish grey, shaly limestone, fine grained in the RAIPUR lower part and purple in the upper (seen in the area 450m LIMESTONE around Raipur and at at shallow depth in wells in Bhilai.) KHAIRAGARH VARIABLE Current bedded sub-arkose, with 10-15% feldspar. SANDSTONE (RANGE?) Outcrop is arcuate. Splintery calcareous shale with thin sandstone GUNDERDEHI 180m SHALE laminae near the top. Grey, fine-grained thin-bedded limestone, becomes CHARMURIA shaly towards the top. The Mahanadi follows the 300m LIMESTONE junction of this with the lower sandstone between Dhamtari and Mohdi. Medium feldspathic sandstone or sub-arkose with CHANDARPUR 300m conglomerate at the base. Shale layers in the upper SANDSTONE part.

Schniner (1969,1971) made a valuable contribution to the stratigraphy of the Northeastern part of the Chattishgargh Basin. He established the cyclic nature of the sedimentation and identified each cycle by a local geographic name.

Ghosh and Shah (1965), Sen (1966), Chanda and Bhattacharya (1973) and Jairaman and Banerjee (1978) studied the stromatolites of the Raipur Limestone. Kreuzer et al. (1977) carried out geochronological studies of the Chandarpur group. Verma et al (1977) carried out the Palaeomagnetic studies on the Gundertdehi Shale.

2.0.2 GEOLOGICAL SET-UP

The Chattisgarh sediments rest unconformably on the basement of Archiean granites and Gneisses with associated metavolcanic ² metasedimentery belts known locally as Chilpi and Sonakhan Groups. In the eastern part of the basin in the Raigarh area, outliers of Gondowana formations are noticed from Amaldiha to Kantahardi, around Tundri and Bendhrojharia. The Gondowana is represented by Talchir conglomerate and sandstone and Barakar sandstone. The Basin shows evidences of structural disturbances along the eastern, northern and western margins. In the eastern part of the basin, the sediments are intensely folded and faulted especially in the Barapahar area. Northwest of Saragarh, a dome is noticed in the sediments around Siroli Dongar. Along the northern margin, which trends E-W, evidences of disturbances are noticed at a number of places. Near Kharsia, the hill range exposes Chandarpur sandstone, which is a partially faulted dome. The western margin of the basin is faulted against Chipli Group of metavolcanics and metasediments and granites. The southern and southeastern margins of the basin do not show any signs of disturbance. In the central part, gentle rolling dips are noticed.

6 2.0.3 LITHOSTRATIGRAPHY

Detailed stratigraphic and sedimentological studies in the central part of the basin by Murti, 1980 led to the division of the Chattisgarh Basin into a lower Chanderpur Group and an upper Raipur Group of the Chattisgarh Supergroup. Murti (1980) broadly adopted the stratigraphic nomenclature of Dutt (1964) but refined it further by introducing additional lithostratigraphic units following the norms of the code of Stratigraphic Nomenclature of India (1977). The detailed stratigraphic succession shown in the table.

A brief description of various litho units is given below :

2.0.3.1 Chandarpur Group

The Chandarpur Group is divided into Lohardih, Chaporadih and Kansa Pathar/ Kondkera Formations on the basis of lithologic characteristics. In the flat ² topped hills of Raitam- Aorai area of Raipur district, these units are well developed and the full sequence is revealed.

Lohardih Formation: The basement below the Lohardih, as noticed in a number of scarp sections in the area, is characterized by the development of paleosol. Broadly, the Lohardih can be differentiated into three lithounits viz. (1) basal conglomerate (2) arkosic/subarkosic sandstone and (3) lenses of conglomerate within the sandstone.

Basal Conglomerate: Overlying the granite basement is a thin horizon of poorly-bedded basal conglomerate which is generally ill-sorted and polymictic. Locally, it shows graded bedding and consists of angular to subangular clasts of vein quartz, microcline and granite derived from a granitic provenance. The clasts are usually

about 2-3 cm long but rarely reach upto 25 cm. The conglomerate is friable and poorly cemented, the matrix being very fine sand and light green clay. The grain size of the conglomerate decreases towards the top and grades into coarse-grained sandstone.

Sandstone: The sandstone is arkosic to subarkosic and consists of sub-rounded grains of quartz and slightly altered microcline. A few fragments of granites are occasionally seen. The sandstone shows sedimentary structures like cross-bedding, ripple marks, worm tracks etc.

Conglomerate Lenses in the Sandstone: The surface of the sandstone is at places studded with conglomeratic lenses, which measure 20-50 m. The conglomerate is oligomictic, unlike the basal conglomerate, and consists of angular-to sub-angular pebbles of vein quartz.

Chaporadih Formation: It is medium to very fine grained, thinly laminated sandstone with micaceous sheen and overlies the Lohardih conformably. It is reddish-brown in the western part, olive green in the eastern part and is characterized by authigenic glauconite. The Chaporadih has a thickness of about 15 m and forms a marker horizon in the

7 stratigraphy of the area. The sandstone is characterized by micro-cross-lamination. Other sedimentary structures include desiccation cracks, clay galls, flute-casts etc.

Kansa Pathar/ Kondkera Formation: These are time-equivalents and overlie the Chaporadih conformably.

Kansa Pathar Formation: It is represented by sandstone which is white, massive and coarse-to medium-grained. The conglomerate lenses, which are so frequent in the Lohardih, are absent here. It is ortoquartzite in composition with well rounded quartz grains. Detrital glauconite grains are observed occasionally. Various sedimentary structures like cross-bedding and ripple marks are noticed.

Kondkera Formation: The Kansa, Pathar shows gradational contact with the Kondkera and represents a prominent lateral facies change. This formation is represented by ferruginous sandstone, which is reddish brown, coarse-to medium-grained, massive and compact. Te individual grains in the sandstone are rounded to sub rounded. The sandstone essentially consists of quartz grains and is ortoquartzite or subarkosic. Microcline, slightly altered, is occasionally present. Quartz grains are iron-coated and the cementing material is siliceous. Sedimentary structures like cross bedding and ripple marks are noticed.

2.0.3.2 Raipur Group

The Raipur Group of sediments overlie the Chandarpur Group with errosional disconformity. The disconformable nature of the content is very clear between Birkoni and Tumgaon, where limestone has been deposited on the eroded surface of the sandstone. The Raipur Group comprises four Formations viz., Charmuria, Gunderdehi, Chandi and Tarenga.

Charmuria Formation: The Charmuria Formation is represented mainly by limestone with basal clay horizon (Sirput Member). The basal clay horizon is gritty and the color varies from dirty white to buff. The clays are interbedded with cherts which are white, crypto- crystalline and subvitreous. The Sirpur clays grade into the overlying limestone that is cherty in its basal part. The limestone is uniform in texture and lithology. It is micritic (calcilutite), well laminated, grey and pyritiferous. Sedimentary structures such as ripple marks are noticed occasionally. It corresponds to the Sarangarh limestone of Schnitzer (1969). Towards the top, the limestone grades into the pink shale of Gunderdehi Formation.

Gunderdehi Formation: Gunderdehi Formation in the area is represented by pink and grey shales, the latter occurring as a member in the middle of the sequence. The pink shale is medium ²to very fine grained, thinly-laminated and occasionally purple with mottled appearance. It is characterized by the presence of authigenic glauconite. Towards the top, excellent development of sedimentary structures like ripple marks, mud cracks and intraformational shale-pebble conglomerate is noticed. This formation corresponds to Seorinarayan shale of Schnitzer (1969).

8 Dotopar Member: This is represented by the grey shale and occurs as a tongue within the shale showing gradational contact. The Dotopar is fine grained, thinly laminated, friable and calcareous. An intersecting feature of this member is the presence of authigenic barytes occurring as infillings in the septarian nodules which are noticed near Dotopar and Gabod. The barytes is intimately associated with chlorite. The nodules are dense, compact, oval-shaped, and range in diameter from 2 to 15cm. The long axes of the nodules lie parallel to the bedding. These nodules, with the network of the radiating cracks, look OLNHD¶WXUWOHEDFN·

2.0.3.3 Chandi Formation:

The Gunderdehi Formation is succeeded conformably by Chandi Formation (comprising three limestone Members) with a gradational contact. This Formation is characterized by prolific growth of stromatolites which occur as extensive reef complexes in the area. The Chandi Formation can be broadly divided into three Members viz., (1) Newari (2) Pendri and (3) Nipana, on the basis of lithological considerations. Dolomitization transgresses lithological boundaries. The Chandi formations constitutes a potential source of raw material for lime-based industries.

The Khairagarh sandstone of Dutt (1964) which precedes the Raipur shale-limestone in the southern part of Chattisgarh is not noticed in the area, where as sandstone is occasionally seen at the base of the Akaltara limestone sequence of Schnitzer (1969) in the area further northeast. Moreover, the Karuid I, and Karuid II and Akaltara- Lilagarh sequence constituting Cycle 2 and 3 overlying the Sarangarh-Seorinarayan cycle of Schnitzer (1969) are not present in the area.

2.0.3.4 Newari Member:

The pink, purple and medium-grained limestone representing the Newari Member conformably overlies the Gunderdehi Formation with a gradational contact. Near the contact with shale, the limestone is friable. Dolomitisation is noticed along the joints. Generally, the limestone does not show bedding particularly away from the contact of Gunderdehi Formation. Stromatolites, intraformational conglomerate and stylolites are the most common sedimentary structures in the limestone. Stromatolites are poorly-developed near the Gunderdehi contact but well developed away from it. Stromatolite columns are separated by calcareous mud and, on weathering, they stand out prominently. The Newari Member gradually grades into the Pendri Member towards west.

2.0.3.5 Pendri Member:

It consists of a fine-grained and grey limestone which is stomatolitic. A characteristic feature of the Pendri Member is its invariable intercalation with grey shale and grey flaggy limestone. Clay pockets which are associated with shale intercalations in the limestone show the presence of illite and montmorillonite. There is preferential dolomitization in this algal limestone. The dolomite is coarse grained, porous, friable,

9 closely-jointed, and cream coloured. Dolomitisation is noticed along joints in limestone. Stromatolites tend to be stunted, show branching and are ill-preserved because of very fine lamination. Stylolites are commonly observed. The limestone grades into the overlying Nipania Member. The Pendri Member Corresponds to Bhatapara Limestone of Schnitzer (1969).

2.0.3.6 Nipania Member:

The Nipania Member consists of limestone which is coarse- to medium-grained, purple with mottled appearance. Sedimentary structures like stromatolites and stylolites are very common. Dessication cracks are noticed occasionally. The Nipania member gradually grades into the Tarenga Formation towards the top. It corresponds to Nandini limestone of Schnitzer (1969).

2.0.3.7 Tarenga Formation:

This Formation is represented by pink shale with inter-bedded chert. The shale shows pink and green colour banding and is glauconitic at places. Near Singarpur the cherts are inter-bedded with pure montmorillonite clays. The clay is olive-green, fine-graine, free from clastics and showing swelling of about 2-3 times. The clays are noticed upto a depth of 3m and analyse 9.48% K2O. The shale shows sedimentary structures like intraformational conglomerate. The cherts near Singarpur show casts of warm burrowings. The Tarenga Formation correspomnds to Patharia Umaraya series of Schnitzer (1969).

3.0 LOCAL GEOLOGY

Within the PL areas , grey to purple grey Chandi limestone underlain by purple Gunderdehi shale is found as established by the borehole studies. These rocks belong to the Raipur Group and are described under local geology.

Generally, grey limestone occurs on the top followed by purple-grey limestone, purple limestone and purple shaley limestone. The general strike is NE-SW with very low dip towards NW direction. The limestone shows excellent development of stromatolytes. Lack of clear and continuous bedding planes in the limestone indicate a period of continuous deposition under similar conditions without any parent break. Thickness of limestone broadly increases from SE towards NW.

The local lithological disposition is as under:

Laterictic Soil Dolomite Grey Limestone Greyish Purple/Purplish Grey Limestone Purple Limestone Purple Shaly Limestone

10 3.0.1 Description of different Lithounits (Blockwise) :

3.0.1.1 Overburden Soil

Major portion of the area is covered by lateritic soil with grayish clayey/sandy soil at some places. The clayey soil is more fertile in this area.

Minimum Maximum Average Block Thickness (m) Thickness (m) Thickness (m) C & E 0.10 2.6 0.92

3.0.1.2 Dolomite and Dolomitic Limestone:

The presence of dolomite and dolomitic limestone was not witnessed in the area:

Within limestone (encountered in Block Occurrence in patches boreholes) C & E Nil Nil

3.0.1.3 Grey/grayish purple/purplish grey Limestone:

These are fine grained, stomatolytic, hard and massive in nature with CaO content>45% and MgO <3%. Stomatolytes are columnar in habit with diameter of each column varying from 1 to 8 cm. Sometimes interstices of stromatolyte columns are filled with dolomite. Calcite crystals have been found to occur within the limestone unit as vug filling. Thickness of this unit in different blocks is as follows :

3.0.1.4 Purple Limestone:

The parent material remaining same, this unit has been classified separately based on its magnesia content being more than 5% which occurs in varied depth below the Purple grey limestone. The range of chemical composition is as follows :

Constituents Range Min Max CaO % 27.08 51.36 MgO % 0.00 18.83 SiO2 % 0.80 38.58 Al2O3 % 1.65 10.27 Fe2O3 % 0.57 15.82 LOI % 27.13 39.96

11 3.0.1.5 Purple Shaly Limestone:

This unit occurs below limestone and has been encountered in almost all the holes. Nowhere this shaley limestone is exposed in the field within the investigated area. This is fine grained compact and horizontally bedded. The range of chemical composition of this unit is as under.

Constituents Range Min Max CaO % 12.95 44.95 MgO % 0.60 11.78 SiO2 % 1.30 48.70 Al2O3 % 2.17 14.97 Fe2O3 % 1.17 5.35 LOI % 3.77 38.61

4.0 SCHEME OF INVESTIGATION

The scheme of investigation for proving cement grade limestone at C & E block in Sonadih was suitably framed by Lafarge involving topographical survey, geological mapping, diamond core drilling , logging & sampling, chemical analysis and preparation of prospecting report. The investigation was carried out over a total area of 508.633 hectres divided into 5 no. of blocks. Core drilling was carried out on a grid interval of 150m x 150m, in the same line as it was done for proving Block-A, existing mining lease. A composite topographical map covering the total area with indivudual blocks demarcated on it was prepared by topographical survey in 1:5000 scale and 1 metre contour interval followed by geological mapping on the same scale. The entire area was prospected block-wise with 214 vertical boreholes covering 6920.6 metres of cumulative drilling to achieve the qualitative and quantitative assessment of the deposit. The various activities undertaken for prospecting are as under :

4.0.1 Topographical Survey

The entire area (508.633 hectare) was surveyed with the help of Total station taking reference coordinate N ² 3000, E ² 3000, RL ² 234.550 M from borehole 11/86 of Block ² A (existing mining lease). Surveying and plotting on the drawing were done for all the ground features and structures falling within the survey limit. However, the area being more or less flat and devoid of any major structure, the survey work mainly consisted of drawing on perpendicular grid lines at 150 Mtr intervals at field in the same line as it was done for proving Block-A, existing mining lease. All the grid intersection points were established on the field by fixing pillars with their respective coordinates and their respective reduced levels . All the surface features were noted and contour map was prepared in 1:5000 scale.

12 4.0.2 Geological Mapping

Geological mapping of the entire area was carried out to produce a geological map on the same scale as that of the topographical map. During mapping 200 no. of samples from the surface outcrops were drawn from the entire area and analyzed. The geological map was prepared incorporating all major structural and lithological details present over the area along with dip, strike etc.

4.0.3 Diamond Core Drilling

Drilling was undertaken over all the PL blocks on prefixed grid interval of 150 Mtr with the help of 13 diamond core drilling rigs. A total of 214 boreholes were drilled distributed over all the PL blocks covering 6920.60 Mtrs cumulative drilling. The borehole numbers, co-ordinates of the boreholes as well as the depth of each borehole were prefixed by Lafarge and are shown in the following table. It is worth mentioning here that out of 263 no. of scheduled boreholes spread over B,C,D,E & F blocks at 150 m interval, 214 boreholes were selected for drilling at the mineralized zones only to economize the cost of project as well as to cope up with the extremely squeezed time schedule for evaluation of cement grade limestone in the above PL blocks in Sonadih. However, areas falling beyond the selected borehole locations were delineated after establishing the formation boundary of different litho-units by geological mapping followed by few confirmatory boreholes.

C & E BLOCK

Co-ordinates Total Sl.No BH.No RL(m) N E depth(m) 1 EM-1 2250 2600 30.00 240.240 2 CN-1 2400 2600 30.00 239.471 3 CN-2 2550 2600 30.00 238.526 4 CN-3 2700 2600 30.00 236.886 5 CN-4 2700 2750 30.00 236.874 6 CN-5 2850 2750 30.00 235.621 7 CN-6 2700 2900 30.00 237.058 8 CN-7 2850 2900 30.00 235.739 9 CN-8 2550 3050 30.00 238.659

4.0.4 Logging & Sampling

Core samples recovered from the boreholes were preserved systematically in wooden core boxes, and logged lithologically on the basis of visual inspection. The entire cores of a particular borehole were splitted longitudinally into two halves. One half was sampled and sent for complete analysis of major and minor constituents to laboratory of Lafarge at Sonadih & Arasmeta where as the other half of the cores and samples were kept at Sonadih for future reference in wooden core boxes with appropriate marking. Two meter

13 length of homogeneous core was considered for preparation of sample unless there was a change in lithological characteristics.

4.0.5 Computation of quality & reserve

After completion of all the above activities, compilation of data generated from field work and chemical analysis were done and geological sections were drawn for computation of quality of the deposit along with estimation of reserve.

5.0 QUALITY OF LIMESTONE

The primary objective of the investigation being qualitative and quantitative assessment of cement grade limestone along with its reserve within PL areas held by Sonadih Cement Plant, it has been accomplished following the technical specifications stipulated by Lafarge keeping the objective in view.

In this report, an estimate of cement grade limestone has been made satisfying the limiting value of 44.5 % CaO as an weighted average with acceptable MgO and SiO2. This limiting value is not for individual samples. Any CaO value which on being averaged in a specific thickness would result in the average quality of a band above 44.5 % CaO, has been considered for the purpose of this investigation as cement grade limestone. However, as quality deteriorates with depth as revealed by individual bore logs, and in view of the possibility of getting blended of lower grade material from lower benches with the higher grade stone available from the top benches, a cutoff values for CaO has been taken as 40% and for MgO 4.0%. Whereas limestone falling on the grade below 40% CaO and above 4% has been considered as mine rejects and has not been included in the reserve estimation.

5.0.1 Chemical Analysis

As per scope of work, all the individual samples prepared from the drill cores were analysed for their 8 radical constituents viz. CaO, MgO, SiO2, Al2O3, Fe2O3, Na2O, K2O and L.O.I in the laboratory of Arasmeta & Sonadih Cement Plant of Lafarge. The weighted average core quality for CaO and MgO of the cement grade limestone was calculated from the analythical results supplied by Lafarge by taking cut-off value of CaO more than 40% for each borehole separately.

5.0.2 Average Chemical Analysis

Major components along with minor ones viz. CaO, MgO, SiO2, Al2O3, Fe2O3, Na2O, K2O & LOI have been assessed for the entire deposit area since these components play the vital role in quality manufacturing of cement. The values of these weighted average of these components are given in separately.

14 5.0.3 Observations

The deposit is simple, without any geological, structural, topographical and chemical complexity. The overall Weighted Average core quality of the cement grade limestone for PL Area C & E Block is as under :

PL Block Constituents(%) CaO MgO SiO2 Al2O3 Fe2O3 LOI C & E 40.41 2.98 12.36 3.60 1.22 32.54

6.0 Reserve

7KH UHVHUYH IRU /LPHVWRQH KDV EHHQ HVWLPDWHG E\ ¶&URVV 6HFWLRQDO 0HWKRG· DV considered to be the best suited for such type of deposit. The present geological report incorporates the complete data generated by drilling of 09 boreholes distributed in the parts of blocks, C & E along with analytical results of the core samples available from Lafarge. While limestone reserve has been estimated separately for each block, total limestone reserve in the entire area under investigation has been estimated by addition of reserves estimated in individual blocks. From each of these sections, the sectional areas of soil overburden, hard rock over burden and inter-burden (Dolometic limestone) and cement grade limestone were calculated separately for each of the block. Since estimation of reserve has been done by cross-sectional method with section lines drawn in East ² West direction, length of each section line has been generally considered from eastern to western boundaries of the individual PL blocks unless there exists any unworkable/restricted zone like pond, public road, canal etc. falling along the boundary lines or on the section lines. In such cases, length of section lines has been considered leaving the unworkable zone. Also, A block have not been considered while evaluating the total reserve under present scope of investigation. Moreover, stipulations laid down in Metalliferous Mines Regulation, 1961 were followed while doing this exercise.

6.0.1 Methodology used for Calculation

From each section, the sectional areas of soil overburden, hard rock over burden and inter-burden (Dolometic limestone) and cement grade limestone were calculated separately for each of the block. The sectional area of each of the rock type were multiplied by the lengths of influence of each section in order to arrive at their respective intersectional volumes. Since the boreholes have been drilled and geological sections are prepared at 150 m interval, each sectional area has been multiplied by 150 m , taking the aerial extent of influence as 75 m on either side viz. 75 m on the North and South, half ²way to the adjacent section lines to get the intersectional volume. The volume of cement grade limestone along each section line in each block was multiplied by its specific gravity (taken as 2.5) to achieve the geological reserve. For assigning the quality parameters, the weighted average of

15 individual bore falling on a particular section line has been determined. Afterwards, the weighted average of all the boreholes on a particular section line has been worked out. To work out the weighted average quality of the material of a particular section the weighted average quality of all the boreholes falling on the section line is multiplied by its total sectional quantity (Tones). Cumulative of weighted qualities and quantities of all the sections give the weighted average quality and reserve of the area. The detailed block-wise estimation of reserve are presented in the subsequent pages. However, 10 m reserve on either side of the road leading to Sonadih village and 50 m on either side of the canal has also been deleted from the gross reserve to determine net mineable reserve.

6.0.2 Net Geological Reserve

Considering 10% mining loss & 5% recovery loss, the net geological reserve may be ZRUNHGRXWDQGFDWHJRUL]HGDV´3RWHQWLDO5HVHUYHµDVSHU/DIDUJHQRUPVDVIROORZV

Block-C a) Gross Geological reserve of Cement Grdae Limestone (Million MT)- 4.5 b) Less 15% towards cavities , calculation error etc- (in Million MT) 0.675 c) Reserve blocked due to canal , road etc.-(In Million MT) 0 d) Net Geological reserve of Cement grade Limestone (a-b+c) in proved category - 3.825

Stripping Ratio Ore:OB 1:0.02

ANNEXURE-XI

REPORT ON PRE-FEASIBILITY STUDY REPORT

As per Guidelines under ‘The Mineral Evidence Rules, 2015’

In respect of Sonadih Limestone Deposit ML-3

Area – 19.219 Ha

Villages –Khapri, Tahsil –Baloda Bazar, District – Baloda Bazar-Bhatapara,

State – Chhattisgarh

Prepared for

M/s Lafarge India Pvt. Limited

Sonadih Cement Plant, Post- Raseda

District – Baloda Bazar-Bhatapara (Chhattisgarh)

Prepared by

M/s Geo Solutions (P) Ltd. Bhilai,

1 1.0 GENERAL

Name of applicant / lessee M/s Lafarge India Private Limited (LIPL)

Rule 45 IBM registration Number IBM/378/2011 Local correspondence Address Sonadih Cement Plant Post – Raseda, Tehsil - Balodabazar District BalodaBazar - Bhatapara State Chhattisgarh Pin code 493332 Phone Phone +91-7727-227226 Fax +91-7727-272227 Email [email protected] Status of applicant/lessee Private Limited Company Registered Office of the Company Equinox Business Park (Peninsula Techno Park), Tower 3, East Wing, 4th Floor, Off Bandra-Kurla Complex, LBS Marg, Kurla-West, Mumbai-400070

Location of Mine/ area Village Khapri Tahsil Baloda Bazar Police station Baloda Bazar District Baloda Bazar - Bhatapara Pin code 493332

Toposheet No. The area falls in Toposheet No. 64 K/1 and K/2. Lat /Long of any boundary The area falls between point /pillar fixed reference point (FRP) Latitudes 210 43’ 31” to 210 44’ 25” N Longitudes 820 11’ 47” to 820 12’ 36” E

2 1. Mineral Resource estimation for conversion to Mineral Reserve:

1.1 Details of the Mine:

Chronological history of the applied mining lease area:

S. Referred Document Chronology of PLs & ML Date No. No Prospecting License granted over an area of 1 24-Apr-02 F 2-126/2001/M 86.35 Ha

Prospecting License granted over an area of 2 25-Jan-06 F 2-28/2002/12 180.012 Ha

Prospecting License granted over an area of 3 13-Jan-06 F 2-38/2002/12 21.959 Ha

Prospecting License granted over an area of 4 18-Jan-06 F 2-80/2003/12 128.147 Ha

Prospecting License granted over an area of 5 13-Jan-06 F 2-125/2001/12 92.165 Ha

Received at 6 Applied for Mining Lease in Form D 31-Jul-06 Collectorate Raipur 26-May-16 District Mining Office recommended 19.219 Ha Letter forwarded to 7 & area out of total applied 25.019 Ha MoM, Naya Raipur 20-July-16 Mineral Resource Department, Govt. of Chhattisgarh issued letter of intent to grant mining lease for limestone with period of 50 AF3-42/2010/12 8 17-Oct-16 years over an area of 19.219 Ha in village Dated 17.10.2016 Khapri, Tehsil - Baloda Bazar, Dist – Baloda Bazar - Bhatapara

During the preparation of the Mining Plan, under the provisions of MCR 2016, this Pre-Feasibility Study report has been prepared in fulfill the points given in the Mineral Evidence Rule 2015 and is submitted considering the complete project.

3 1.2Details of the Applicant / Company:

Lafarge India Private Limited (LIPL) is a subsidiary of Lafarge, a world leader in building materials, headquartered in Paris (France) with top-ranking positions in its Cement, aggregates & Concrete businesses. In 1833 Lafarge began its operations and contributed to the first major project - the Suez Canal in Egypt in 1864. With over 180 years of knowledge gained from operations across the world, Lafarge contributes to the construction of cities by providing innovative solutions.

LIPL is operating six cement plants in India, two integrated plants in the state of Chhattisgarh, one in Rajasthan and one each grinding/ blending stations in West Bengal, Jharkhand and Haryana. LIPL produces and sells Ordinary Portland Cement, Portland Slag Cement, and Portland Pozzolana Cement. The Total cement production capacity of LIPL in the Indian market currently stands at around 11 million tonnes per year.

Sonadih Cement Plant, a unit of LIPL, is located near Sonadih village, Balodabazar Tehsil of Balodabazar-Bhatapara District in Chhattisgarh state. The present plant capacity is 3.5 mtpa clinkers which require 5.5 million tonne per annum of limestone.

Out of the total clinker production, about 12-15% clinker is utilized at Sonadih Cement Plant for manufacturing of Portland Pozzolana Cement while 85-88% clinker would continue to be sent to Jojobera grinding unit.

4 Other mining leases held by the company:

S. No. Name Location Area (Ha) Validity

1 Sonadih Limestone Mines District- Baloda 444.763 15/01/1986 to bazaar Bhatapara 14/1/2026

2 Arasmeta Limestone District- Janjgir 499.987 31/05/1979 to Mines (Lease 1 & 2) Champa 31/03/2030

3 Arasmeta Limestone District- Janjgir 46.292 18/06/1997 to Mines, Lease no.- 3 Champa 17/06/2047

4 Kirari Limestone Mines District- Janjgir 167.048 26/8/2000 to Champa 25/8/2050

5 Chilhati Limestone Mines District- Janjgir 1085.365 15/12/2015 to Champa 14/12/2065

Details of License: LIPL has been granted Prospecting License over B, C, D, E & F Blocks admeasuring a total of about 508.633 Ha. by Govt. of Chhattisgarh prior to undertaking the prospecting activities. B–Block- Letter No- 2-126/2001/M dt 24/04/2002 over an area of 86.350 Ha. C-Block - Letter No- 2-125/2001/12 dt 13 /1/2006 over an area of 92.165 Ha. D-Block - Letter No- 2-28/2004/12 dt 25 /1/2006 over an area of 180.012 Ha. E-Block - Letter No- 2-38/2002/12 dt 18 /1/2006 over an area of 21.959 Ha. F-Block - Letter No- 2-80/2003/12 dt 18 /1/2006 over an area of 128.147 Ha.

5 After successful completion of prospecting operation in two phases i.e. in 2002 & 2006, LIPL submitted 3 mining lease applications on 31.07.2006 covering all the above prospecting licenses. The details of ML applications are as under:

Lease Taluk Village Area (Ha.) Ownership/ No. Occupancy 1 Baloda Bazar Sonadih, Raseda, 462.783 Govt. & Private (Chhattisgarh) Dhabadih, (Recommended Ownership Kesdabri & Boirdih area 294.16 Ha.) 2 Baloda Bazar Raseda 71.449 Forest Land (Chhattisgarh) 3 Baloda Bazar Khapri 25.019 Forest Land & (Chhattisgarh) Private land

6 Details of exploration agency: After execution of the prospecting licenses, Lafarge entrusted the job of exploration to M/s. Drilltech Consultant, Kolkata under work order no SCP/O1N95/259056/1/1 dated 5th Jul 2002 and later vide Work Order No. LIPL/CPO- SER/EOO/GEO/SCP/05/5370 dated 18th May 2005. The address of the prospecting agency is as follows: Drilltech Consultant, Pratapadiya road, Ground Flooor, Kolkata- 700026

7 Details of the area (Location and extent of Applied ML area):

District & State Tehsil Village Area Ownership of (Ha) land

Balodabazar- Baloda Private land, Bhatapara & Bazar Khapri, 19.219 Govt. land and Chhattisgarh State Forest land

Infrastructure & Environment The applied ML area falling in the village Raseda in Tehsil Balodabazar, District Balodabazar-Bhatapara are located at about 100 km NNE of Raipur city and 10 km. from Baloda Bazar Town in the district of Balodabazar- Bhatapara, Chhattisgarh State. The nearest railway station Bhatapara, is located at about 35 km from the applied ML areas on Mumbai-Howrah main line of South-Eastern Railway. The nearest airport is Raipur about 100 km towards south west from the applied ML area and is well connected by flights from Delhi, Mumbai, Chennai, Nagpur, Bhubaneshwar, Vishakhapatnam, Hyderabad etc. The distances to important nearby cities/ towns from applied ML area are as follows and location is shown below:

Baloda Bazar (nearest town) 10 km

Bhatapara (nearest railway station) 35 km Nipania (nearest railhead) 24 km Raipur (State Capital) 100 km No historical sites, sanctuaries, national park or eco sensitive areas are present in and around the recommended ML area.

8 Location of applied ML area

1.3Geology & Reserves:

Topography: The topography of the area is almost a flat having gentle slope toward northern direction. The maximum contour level is 242 mRL and minimum is 236 mRL. Drainage pattern: The Shivnath River flows from north to south and suddenly takes turn near the northern boundary of the existing lease of the company which is about 1.5 km from this lease area and flows towards ESE direction. The River Shivnath and its tributaries viz Khorsi Nala and Jamuniya nala control drainage of the area. Various streams originate from this and forms a network to 9 join this nala, which finally flows in SW-NE direction and meets the river Shivnath exhibiting dendritic pattern in the most of the area. Beloda branch of the Mahanadi canal enters the area from SSW part of the lease area and passes towards northern part distributing water to the villages in its course. All the seasonal nalas flow into the Shivnath River. Vegetation: The common species in nearby villages are Babool, Neem, Pipal, Bargad, Imli, Amla, Gulmohar, etc. Climate: The area has sub-tropical climate with average annual rainfall ranging from 80 to 90 cm. The rainy season starts from June to September with maximum rain fall in the month of August. Sometimes intermittent showers accompanied by storm are experienced in March and April before the on-set of monsoon. May is the hottest part of the year with temperature going upto 470C while the usual temperature ranges between 270C and 420C. January is the peak winter with temperature varying between 280C and 130C. The ground water level monitored around the applied area was found to be in the range of 30 - 35 m, which corroborates from the finding of adjacent existing operation. The limestone is hard, compact and massive in nature and devoid of any secondary porosity like joint, fissures etc. to have potential ground water occurrence. Adjacent mining operation has reached up to a depth of 32 m and ground water has not yet encountered.

Regional geology: The Regional Geology has been from the miscellaneous publication No. 30, PART XXI, 2ND Revised addition, 2006 of Geological Survey of India, “Geology and Mineral Resources of Chhattisgarh”.

The limestone and associated formation which is occurring near this village a part of Chhattisgarh Synclinorium and belonging to Chandi Formation of the Raipur Group of Chhattisgarh Supergroup. The limestone deposit is almost horizontally bedded with local dip from 20 to 50 towards north. The general strike of the limestone bed is east-west. 10 The interacratonic Chhattisgarh Basin is crescent shaped and covers about 33,000 sq km area in Raipur, Durg, Rajnandgaon, Bilaspur and Raigarh district of Chhattisgarh and adjoining parts of Orissa. The basin has a maximum length of about 300 km along ENE-WSW direction. The maximum thickness of sediments is estimated to more than 2 km and is epicontinental or stable shelf type.

Local Geology (Lithology of the area): Generally grey limestone are found on the northern part of the area followed by purple grey limestone and purple shale successively towards south and similarly the same sequence has been confirmed from borehole drilled during exploration. The deposit is structurally undisturbed since basin deposition.

The local succession of the area is as under:

Soil (alluvial)

Dolomite

Grey Limestone Chandi Limestone formation

Purple - Grey Limestone

Purple Limestone

Purple Shale Gunderdehi Shale

Limestone is extremely fine grained, anhedral and occurs as massive, hard compact body. Colour of limestone generally has a close relationship with quality. It is observed that the grey limestone have higher CaO content and less MgO content than the underlying purple limestone which has the intercalation of purple shale in depth.

11 Technological Investigation (Exploration): Details of technological investigation (pitting/trenching/drilling etc.): A systematic geological investigation over the recommended ML area was conducted by LIPL. The geological investigations include topographic survey, geological mapping, and diamond core drilling and surface sample analysis. Subsequent to the grant of the PL, LIPL formulated an exploration program for the PL area. The execution of the exploration campaign was carried out under supervision of LIPL. The exploration activities were carried out in two different phases in the years 2002-2003 and 2006, respectively. Initially, a thorough reconnaissance of the PL area was carried out, in order to assess the potential area to start with the prospecting operations and exploration restricted within recommended ML potential limestone bearing area with no mining constraints. As stated earlier, the entire area is concealed beneath soil cover, hence the lithologies exposed in dug wells/ dug pits formed the basis for borehole planning and subsequent exploration activities. Altogether a total of 9 vertical boreholes were drilled with a total meterage of 940 m in granted total PL area. The summary of exploration activities carried out by LIPL during geological exploration campaign is given in the table below:

Exploration Activity Quantum of work No. of Core Boreholes 9 nos.

Grid pattern 150 m x 150 m

Total meterage 270 m

Sample analysis for 8 radicals (CaO, MgO, SiO2, 142 nos. Al2O3, Fe2O3, Na2O, K2O and LOI)

Data spacing for reporting of Exploration Results: The scheme of investigation for proving existence of cement grade limestone at granted PL blocks was suitably framed by Lafarge involving topographical survey,

12 geological mapping, diamond core drilling, logging & sampling, chemical analysis and preparation of prospecting report. Topographical survey of entire area was done with the help of total station. Surveying and plotting on the drawing were done for all the ground features and structures falling within the survey limit. However the area being contiguous to existing operating mine and more or less flat and devoid of any major structures, the survey work mainly consisted of drawing of grid lines at 150 meter intervals at field in the same line as it was done for proving existing mining area. All the surface features were noted and contour map was prepared in 1:1000 scale with 1 m contour interval. Since the area is adjacent to existing mine working, therefore pitting and trenching was not done. During the course of detailed exploration, total 9 boreholes were drilled in the area on a grid pattern of 150 m X 150 m. The grid pattern for regular deposits like limestone should be less than 200 m X 200 m for considering the reserve under G-1 category, thus the exploration work carried out by LIPL at the area held under prospecting license and established reserve can be considered under the G-1 category.

Location of Data Points: The recommended ML area of 19.219 Ha has been covered under topographical survey. The topographic map was prepared on a scale of 1:1000 with a contour interval of 1.0 m. Considering this, locations of the total 9 nos. of bore holes were placed and collar were identified during the exploration campaign. The topographic plan has formed the base for the geological plan. The entire geological setup of the recommended ML area comprising of the existing lithological sequence and their structure is superimposed on the topographic plan to generate the geological plan. - Quality and adequacy of topographic control. Survey was carried out with the help of Total Station with reference to the coordinate N – 3000, E – 3000, RL – 234.550 M from borehole 11/86 of Block – A (existing mining lease).

13 Surveying and plotting on the drawing were done for all the ground features and structures falling within the survey limit. However, the area being more or less flat and devoid of any major structure, the survey work mainly consisted of drawing on perpendicular grid lines at 150 m intervals at field in the same line as it was done for Block-A, the existing mining lease. All the grid intersection points were established on the field by fixing pillars with their respective co-ordinates and their respective reduced levels. All the surface features were noted and contour map was prepared in 1:1000 scale.

Sampling Technique: Core samples recovered from the boreholes were preserved systematically in wooden core boxes. The entire cores of a particular borehole were splitted longitudinally into two halves. One half was sampled and sent for chemical analysis and the other half of the cores were kept for future reference in wooden core boxes with appropriate marking. Two meter length of homogeneous core was considered for preparation of sample unless there was a change in lithological characteristics. Proper sampling equipment (PW 4400 AXIOF- XRF) was used to ascertain iron-free milling and pulverization subsequent to chipping by jaw crusher. Two sets of powdered samples were prepared from the split –half core by standard method of coning and quartering and sieving to 100 mesh powders. The standard practice of levelling envelopes was followed. One set of sample was utilized for conducting chemical analysis and the other set was preserved for future reference. The sampling was done by LIPL’s expert.

Drilling Technique & Drill Sampling Employed: Diamond core drilling was undertaken in vertical boreholes in NX size by double tube core barrel arrangement. Drill rigs of Voltas and L & T make (Model- Joy 12 B, LT 175) having a capacity of 100 – 300 m along with all relevant accessories and well-trained drill crew were employed during the exploration campaign.

14 The minimum and maximum run wise core recovery achieved in the bore holes drilled is 0% (in overburden soil region, where sludge samples were collected) and 100% respectively. Drilling was undertaken over entire area on prefixed grid interval of 150 m with the help of 13 diamond core drilling rigs. -Whether core and chip sample recoveries have been properly recorded and results assessed. The run wise recovery from each of the boreholes was properly recorded and analyzed for their LOI, SiO2, Al2O3, Fe2O3, CaO, MgO, Na2O and K2O contents. The individual lithounits along with the contacts as established from the core was noted and sample intervals marked. -Measures taken to maximise sample recovery and ensure representative nature of the samples. Diamond core drilling machine of reputed make Voltas and L & T make (Model- Joy 12 B, LT 175) having a capacity of 100 – 300 m with double tube core barrel, connected to a consumable core drilling bit, typically made with synthetic diamonds, which is the core cutting tool were used for drilling to maximise sample recovery and ensure representative nature of the samples. - Whether a relationship exists between sample recovery and grade and whether sample bias may have occurred due to preferential loss/gain of fine/coarse material. Core recovery in the overburden soil region, where sludge samples were collected are very less, whereas core recovery over massive limestone is up to 100%. In case of Dolomite and Dolomitic limestone also the core recovery is high. Limestone in contact with the soil, clay, clay pockets and shaley limestone are encountered less recovery with inferior grade. -Logging: -Whether core and chip samples have been logged to a level of detail to support appropriate Mineral Resource estimation, mining studies and metallurgical studies.

15 Core samples recovered run wise from the boreholes were logged throughout the length of the borehole lithologically on the basis of visual inspection. The individual lithounits along with the contacts as established from the core was noted and sample intervals marked.

Sub-Sampling Technique and Sample Preparation: -If core, whether cut or sawn and whether quarter, half or all core taken. Individual core samples representing thickness of lithological units of interest or part thereof were drawn by splitting the core in two equal parts. -If non-core, whether riffled, tube sampled, rotary split etc. and whether sampled wet or dry. Not Applicable -For all sample types, the nature, quality and appropriateness of the sample preparation technique. One half of the core was retained in the core box and other was crushed and two sets of powdered samples were prepared from the split – half core by standard method of coning and quartering and sieving to 100 mesh powders. The standard practice of levelling envelopes was followed. One set of sample was utilized for conducting chemical analysis and the other set was preserved for future reference. -Quality control procedures adopted for all sub-sampling stages to maximize representivity of samples. Half split core samples were systematically crushed, coned quartered by applying grain size/quantity principles for forming representative powder sample. PW 4400 AXIOF- XRF sampling equipment was used to ascertain iron-free milling and pulverization subsequent to chipping by jaw crusher. -Measures taken to ensure that the sampling is representative of the in situ material collected. Diamond core drilling was conducted and all the samples were collected from the drilled bore holes to ensure the sampling is representative of the in situ.

16 -Whether sample sizes are appropriate to the grain size of the material being sampled. Since limestone grain size is medium to fine, all the samples were sieved to 100 mesh powders for chemical analysis purpose.

Quality of Assay Data and Laboratory Tests: All the individual samples prepared from the drill cores were analysed for their 8 radical constituents viz CaO, MgO, SiO2, Al2O3, Fe2O3, Na2O, K2O and LOI in the laboratory of Sonadih Cement Plant of Lafarge by using most advanced sampling technique of XRF analysis using PW 4400 AXIOF instrument. The weighted average core quality for the CaO & MgO of the cement grade limestone was calculated from the analysis results.

Limestone CaO (%) SiO2 (%) Grey Limestone 42.00-48.00 08.00 – 11.50 Moisture: The tonnages are estimated with the natural moisture content.

Bulk Density: The Specific Gravity (SG) of limestone has been assumed as 2.5 which is the standard value for limestone. In general Specific Gravity of limestone varies from 2.3-2.7. One cubic meter of in-situ limestone by volume has been considered to be equivalent of 2.5 tonnes by weight. OB soil bears a SG of 1.8, the interstitial clay bears the SG of 1.2, Shale bears a SG of 2.2, whereas all other lithounits bears the SG of 2.5 (same as limestone).

Resources Techniques:

The methodology adopted for estimation of resources is as follows: Geological Cross Sectional Method In consideration of the intensity of exploration carried out, the geological/ structural setup of the deposit and configuration of concession area clubbed with a number of constraints, estimation of limestone resources on the basis of geological cross sectional method has been adopted for limestone resource estimation. The

17 cross sectional area was multiplied by 150 m, considering 75 m aerial extent on either side of the section line on north south. The quantity of overburden and rejects to be mined along with limestone has also been calculated by cross sectional method. The cross sections have been drawn along the section lines trending East-West on drilling grid and attitude of beds. In order to know the lateral and depth wise extent of mineralization, the lateral limits of mineralization on the cross sections have been marked on the basis of correlation with subsurface geology based on structural disposition and chemical analysis of core samples generated during drilling.

Surface Area The explored area falls under different categories were drawn in plan on the basis of their limits on cross sections and lateral limits extended. In addition to this, polygons for different constraints were also drawn and superposed over the exploration category polygons in order to calculate the area blocked under different category. All the polygons so made were assigned separate identity. Specific Gravity (SG) The Specific Gravity (SG) of limestone has been assumed as 2.5. One cubic meter of in-situ limestone by volume has been considered to be equivalent of 2.5 tonnes by weight. OB soil bears a SG of 1.8, the interstitial clay bears the SG of 1.2, Shale bears a SG of 2.2, whereas all other lithounits bears the SG of 2.5 (same as limestone). The SG values, for tonnage calculation, were applied to the litho units which were estimated. Tonnage Calculation The formula used for resource estimation is given below: Tonnage = CA x AE x Sp. Gr. 18 Where, CA = Cross sectional Area of limestone/ other litho unit (m2) AE = 150 m Aerial Extent of section line of limestone/ other litho unit (m) Sp. Gr.= Specific Gravity

Further work: The exploration work carried out at recommended mining lease, already covered lateral extension and depth of the area as per UNFC classification under G1 Category, hence no further exploration has been proposed in applied ML area.

Any Other Information: LIPL has invested an amount of Rs. 1.04 Crores for systematic and scientific exploration of the all sanctioned PL areas.

Mineral Resource Estimation For Conversion To Mineral Reserve Categorization Of Resources: The reserves and resources of limestone has been estimated as per the UNFC guidelines by cross-sectional method. In consideration of the intensity of exploration carried out, the geological/ structural setup of the deposit and configuration of concession area clubbed with a number of constraints, estimation of limestone resources on the basis of geological cross sectional method has been adopted for limestone resource estimation. The cross sectional area was multiplied by 150 m, considering 75 m aerial extent on either side of the section line on north south. The quantity of overburden and rejects to be mined along with limestone has also been calculated by cross sectional method. The cross sections have been drawn along the section lines trending East-West on drilling grid and attitude of beds. In order to know the lateral and depth wise extent of mineralization, the lateral limits of mineralization on the cross sections have been marked on the basis of correlation with subsurface geology based on structural disposition and chemical analysis of core samples generated during drilling. The parameters considered for reserve estimation are as under: i) The total applied lease area is 19.219 Ha.

19 ii) Mapping: The lease area has been surveyed by Total Station and preparing detailed topographical-cum-geological map including all surface geological features, extent of deposit, structural features, location of bore-holes and the assay-plan has been prepared on 1 : 1,000 scale with contour interval of 1 m, accordingly the Surface Plan has been prepared. iii) The grid along with temporary survey station points have been marked on the maps. iv) The general surface level of the area is 239 mRL, maximum surface level of the area is 242 mRL and minimum is 236 mRL. v) A total 9 vertical core bore-holes were drilled in the area, at 150 x 150 m grid interval. vi) The reserve has been estimated by cross-sectional method. The limestone bearing areas have been estimated by cross-sectional method and its influence area. vii)The depth continuity of mineralization has been considered limited to the depth upto wich direct evidence on mineralization is established through the boreholes. viii) The quality requirement of limestone for Cement Plan is under:

CaO% 42 ± 2

MgO% 3± 1

SiO2% 10± 2 ix) Limestone occurring in this area has been divided into three different categories so that required feed to the cement plant is achieved by proper blending, so that the required quality is obtained on day to day basis.

Classification CaO % MgO%

Cement grade limestone (CGL) + 42 Max 4

Blendable limestone (BLST) 38 – 42 Max 4

Sub-grade limestone (SUB) 34 - 38 Max 4

20 x) The bulk density of limestone has been considered as 2.5. xi) In the major part of the area, the top surface level varies from 242 - 236m. Therefore, from mining point of view, a level of 239 m has been taken for making the lower benches of 8 m each and, the accordingly the bench-wise reserve has been estimated. xii)The reserve has been estimation block-wise and bench-wise separately.

The limestone of the area is stratiform, stratabound, tabular of regular habit and as the detailed exploration by drilling boreholes on 150 x 150 m spacing on grid pattern has been carried out over the entire lease area covering all the eight blocks, the resources estimated has been categorized under Measured Mineral Resources, Code (331).

But, some portion of the applied lease area is devoid of boreholes or very far away from the borehole drilled, thus these areas has been considered under Inferred Mineral Resources, code (333).

The total reserves and resources are as under:

Mineral Reserves / Resources of Limestone for G-1 level

S. No. Particulars Resources of Blocked out Mineable limestone resources Reserve

(tonnes) (tonnes) (tonnes)

1 Cement grade limestone 1534028 288286 1245742 2 Blendable grade limestone 2576610 622816 1953794 3 Total 4110638 911102 3199536 4 Sub-grade 1981272 -- -- Mineral Resources of Limestone for G-3 level 5 Inferred Mineral Resources 3524873 -- -- Grand Total 9616783 -- --

21 2. Cut off parameter:

The quality requirement of limestone for Cement Plan is under:

CaO% 42 ± 2

MgO% 3± 1

SiO2% 10± 2

Limestone occurring in this area has been divided into four different categories so that required feed to the cement plant is achieved by proper blending at the crushing plant, so that the required quality is obtained on day to day basis.

Classification CaO % MgO% High grade limestone (HLST) +44 Max 3.5 Cement grade limestone (CGL) 42 – 44 Max 4 Blendable limestone (BLST) 38 – 42 Max 4 Sub-grade limestone (SUB) 34 - 38 Max 4

3. Mining Method:

3.1Mining: The company is having cement plant of 3.5 MTPA clinker capacity in village Sonadih, for this 5.5 million tonnes of limestone will be required. The production rate of limestone will be depends upon production of limestone from all the mines of the company. The mine will be designed and the deposit will be exploited with minimum damage to environment and optimum utilization of limestone for captive use in the Cement Plant. The salient features of mine design will be as under: (i) The overburden is in the form of top soil cover, murrum, yellow soil and clayey material of variable thickness. The overburden will be removed by dozer, and

22 loaded by excavator into dumpers and transported to the temporary stock yard and will be utilized for plantation. (ii)The surface level varies from 242 – 236 m. Therefore, from mining point of view, a level of 239 m has been taken for making the lower benches of 5 m each and, the accordingly the bench-wise production will be taken up. (iii) The working will be carried out in 2 shifts with staggered roaster manpower deployment in 350 days in a year. (iv) Limestone is bedded deposit, massive & compact in nature, hence, the ultimate pit slope of 500 will be quite stable. For a bench of 5 m height, floor width of 3.5 m will be maintained. Presently, the working width will be maintained at about 20 m. (v)The rain-water and seepage water collected in the pit will be stored in the lower benches and will be used for spraying on the haul-roads and for plantation. (vi) The floor of the working faces will be kept slightly sloping to facilitate flow of water towards the sump during the rainy season to keep the working faces dry. (vii) For blasting, 104 mm dia and 8 m (+0.5 m perihole) will be drilled with compressed-air-operated wagon drills. The blasting will be done by ANFO/SME/Slurry as column charge and slurry /cast booster explosive as booster charge. Controlled blasting will be practiced by using Nonel detonators. (viii) Hydraulic rock breaker will be used for breaking oversized boulders in place of secondary blasting. (ix) Hydraulic excavator of 3.5 cum capacity will be used in combination with 35 tonner dumpers for loading and transportation of limestone. (x)The limestone ROM will be directly transported to the cement plant after crushing and screening (if required). (xi) The haul distance from mine site to crusher is about 3 to 5 km. (xii) For the purpose of grade control, samples will be drawn from each blast/blast holes and will be analysed for its grade. (xiii) The requirement for making clinker, the average chemical composition of limestone should be maintained is as under:

23 CaO% 42 ± 2

MgO% 3± 1

SiO2% 10± 2

Classification CaO % MgO% Cement grade limestone (CGL) +42 Max 4 Blendable limestone (BLST) 38 – 42 Max 4 Sub-grade limestone (SUB) 34 - 38 Max 4

(xv) The sub-grade of limestone produced from the mine will be separately stacked and processed by suitably blending as per requirement. The blending ratio will vary according to parameters of raw mix from time to time. (xvi) The Staker – Reclaimer and Raw-Mills operations will be governed by Production and Quality Control department of the Cement Plant, which will also coordinate with Mine Management to dispatch particular quality of crushed limestone as may be required, so that the Raw-Mix design suits the required parameters i.e. LSF, SM and AM, etc. (xvii) All efforts will be made considering eco-friendly mining in the area. For this, dense plantation will be done all around the lease area in the non-mining zone to improve aesthetic beauty and for development of green belt. (xviii) The mining loss during the mining of limestone is expected as about 10% of the total ROM due to intercalations, fractures, clay pockets, voids, cavities, etc. Out of this, 5% will be considered as waste/intercalations and kept separately and remaining 5% will be due to voids and cavities. This will be temporary stocked within the lease area and utilized for road maintenance from time to time.

24 Year Wise Production Proposal:

Year Pit Total ROM Volume of Volume of Mineral no (cum) Limestone Reject/waste (tonnes) (90% of (10% of the ROM) ROM)

(cum) (cum)

(1) (2) (3) (4) (5) (7) I YEAR 1 13,500 12,150 1,350 30,375 II YEAR 1 22,000 19,800 2,200 49,500 III YEAR 1 33,500 30,150 3,350 75,375 IV YEAR 1 45,000 40,500 4,500 101,250 V YEAR 1 66,600 59,940 6,660 149,850 Total -- 180,600 162,540 18,060 406,350

3.2Equipments for allied operation and Machineries related to Mining of deposit are as under:

Name Nos. Type/ Purpose Motive make Power /Capacity

DTH /wagon drill 1 ICM 260/ IR For drilling limestone bed Diesel 1 /104 mm Engine DTH /wagon drill 1 DH 150 / For drilling limestone bed Diesel 2 SANDWIK/ Engine 104 mm Hydraulic 1 TELCO For loading OB and excavation of Diesel (EX600 V)/ limestone and loading the same 3 Excavators Engine 3.5 cum into dumpers bucket capa. Pay Loader 1 H .M. / 3.1 For loading OB and excavation of Diesel 4 cum bucket limestone and loading the same Engine capa. into dumpers Dumpers 2 HAUL PAK / For transportation of limestone Diesel 5 BEML/35 T to C & S plant Engine

25 Dozer 1 -- For dozing of OB Diesel 6 Engine Hydraulic rock 1 -- For reduction of oversized Diesel 7 breaker boulders Engine Water Tanker 2 10,000 liters For sprinkling of on quarry road Diesel 8 and blasted mass Engine Water pump 2 50 HP For dewatering the working pit Electrical 9 during the rainy season pumps Explosive van 1 -- For transporting the explosive Diesel 10 Engine Jeep /Pool car 1 -- For supervision Diesel 11 Engine

3.3Employment potential: (i) Management & Supervisory Personnel: All mining operations will be under the charge of General manager (Mines). The following managerial, technical & qualified staff will be employed.

S. No. Highly Skilled Man power No. 1 Mines Manager (Ist class certificate holder) 01 2 Asstt. Manager Mines (Ist or IInd class certificate holder) 01 3 Geologist 01 4 Mining Engineer 01 4 Mechanical Engineer 01 5 Electrical Engineer 01 Total 06 S. No. Skilled Man power No. 1 Mining Foreman (certificate holder) 04 2 Blasting Foreman 01 3 Mechanical Foreman 03 4 Electrical Foreman 03 5 Store Officer 01 6 Security Officer 01 7 Mine Surveyor 01 Total 14 S. No. Semi-Skilled Man power No. 1 Drill machine operator (experienced) 02 2 Excavator operator (experienced) 02 3 Dumper operator (experienced) 02 4 Compressor operator (experienced) 01 26 5 Rock breaker operator (experienced) 01 6 Dozer operator (experienced) 01 7 Mechanical, Electrical, Blasting 05 8 Time Keeper 02 9 Security 05 Total 18 1 Unskilled labour for housekeeping, plantation 10 Total 10

Note: Apart from the above, for maintenance of roads, making drains, fencing & other miscellaneous jobs will be done up on contractual basis.

Infrastructure and Services: The essential facilities like first-aid station, drinking water arrangement, canteen, rest shelter, urinal, mine office, maintenance shed etc will be provided in the mine.

4. Metallurgical factor: The limestone produced in this mine will be directly sent to cement plant, thus the metallurgical factor does not apply.

5. Cost and revenue factor:

The Mining Lease is captive to the Cement Plant. The details of Economic Evaluation is tabulated below:

Capital Cost:

S. N Head Expenses i Cost of land (NPV, Compensation, afforestation, safety zone ` 102,19,000/- management etc) (@ ` 10/- lakh /Ha) ii Cost of Mining Equipment ( Inclusive of Taxes & Excise duties ` 5,00,00,000/- as applicable) iii Crushing& screening unit with Environment control Equipments(Inclusive of Taxes, Duties, Insurance as -- applicable, erection &Commissioning cost) iv Construction of Crusher Hopper, Crushing plant & Load -- Centre Building v Construction of Mine Office Workshop, garage building, ` 1,00,000/- canteen, VT center, hospital etc

27 vi Construction of first aid station ` 1,00,000/- vii Cost of Misc. items ` 10,00,000/- viii Water pipeline, Bore wells, Sprinklers for dust suppression ` 100,00,000/- & water reservoir for harvesting ix Cost of Mining plan and EIA/EMP studies etc ` 10,00,000/- x Total investment required ` 8,14,19,000/- (say ` 8.14 crore)

* Since the area is under forest land, the cost of land is tentative.

28 Depreciation and profit & interest

Head / Year 1 year 2 year 3 year 4 year 5 year 6 year 7 year 8 year 9 year 10 year Depreciation for Eqpt Depreciation 5000000 5000000 5000000 5000000 5000000 5000000 5000000 5000000 5000000 5000000 Cost Depreciation for Site Services Depreciation 1600000 1600000 1600000 1600000 1600000 1600000 1600000 1600000 1600000 1600000 Cost Depreciation for Mine Plan,

& EMP Depreciation 100000 100000 100000 100000 100000 100000 100000 100000 100000 100000 Cost Mine Closure

Cost Plantation Cost 500000 500000 500000 500000 500000 500000 500000 500000 500000 500000 Mine Closure 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 Cost Total Cost (Rs) 700000 Mine Closure 140000 140000 140000 140000 140000 140000 140000 140000 140000 140000 Cost per Year Operating Cost

Mining Cost 250 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 Transportation 10 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 Cost Royalty 90 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 Environment Cess on Royalty 5 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 @5%

29 Infrastructure Cess on Royalty 5 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 @5% Welfare Cess 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Income Tax on 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 Royalty @ 2.06% ROM Cost 362.85 362.85 362.85 362.85 362.85 362.85 362.85 362.85 362.85 362.85 Closure Cost 4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 Rehabilitation 16.67 16.67 16.67 16.67 16.67 16.67 16.67 16.67 16.67 16.67 Cost Plantation Cost 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 Depreciation 223.33 134.00 89.33 67.00 44.67 44.67 44.67 44.67 44.67 44.67 Cost Production 30000 50000 75000 100000 150000 150000 150000 150000 150000 150000 (Mine) (T) Total Production 614.19 524.85 480.19 457.85 435.52 435.52 435.52 435.52 435.52 435.52 Cost (Rs) Assumed Selling 2000 2000 2000.00 2000.00 2000.00 2000.00 2000.00 2000.00 2000.00 2000.00 Cost Profit Rs / 1385.81 1475.15 1519.81 1542.15 1564.48 1564.48 1564.48 1564.48 1564.48 1564.48 Tonnes Profit before 41574380 73757300 113985950 154214600 234671900 234671900 234671900 234671900 234671900 234671900 Interest Interest Rate 12% 12% 12% 12% 12% 12% 12% 12% 12% 12% Interest on 81419000 49614900 ------Amount Interest Amount 9770280 5953788 ------Profit after 31804100 67803512 116168583 170337463 271235259 303783490 340237509 381066010 426793931 478009203 Interest

30 Thus, total cash flow, NPV, IRR and payback period will be:

Based on the return on equity/cash flow this project is of good economic viability.

Capital Cost:- ` 8,14,19,000/- (say ` 8.14 crore /-) Production Cost:- 450/- per Tonnes. Transportation Cost:- 10/- per Tonnes. Royalty:- 250/- per Tonnes.

NPV:- 499781443/-

IRR:- 96%. Pay Back Period:- 3 years.

Other Factors: All the statutory provisions relating to labour, land acquirement, mining and taxation are being complied. The labour are well paid and taken care of health and also taken care at that time of any injuries/ accidents. The Mining operations are carried out as per the DGMS and Central Govt. and State Govt. norms. The Lessee is not have any dues to the State Govt. All the taxes are paid. The Lessee has been holding mining lease, since more than two decades. It did not encounter any legal problem related to tribal issues or National Park or Forest department so far, since neither of these issues exist at all. Thus the company has been enjoying hassle free possession of the property and no trouble in this context is possible.

6.0 Market Assessment: a. Type of Commodity with use: Limestone produced from the mine will be utilized for captive requirement of the cement plant. Final product of the cement plant is various grades of cement. b. Prospective Buyers : Housing, Infrastructure, Commercial Construction and Industrial segments (Cement).

31 c. Present Sale Price: Based on the market study, the target market for sale of cement produced from this plant will be Chhattisgarh, Madhya Pradesh, Uttar Pradesh (Central region), Jharkhand and Bihar. The target market has been identified based on most likely distance that the plant will cater to and location of other supplying clusters. d. Forecast: In India the cement consumption during 2010-11 was 165.63 million tonnes against 158.25 million tonnes during 2009-10 registering a growth of 4.7%. Region wise growth in demand is as follows:

Region Cement consumption

2010-11 2009-10 Growth (%)

South 50.86 52.66 -3.4 West 31.35 28.07 + 11.7 East 28.54 25.87 + 10.3 North 27.50 26.68 + 3.1 Central 27.38 24.97 + 9.7 Total 165.63 158.25 + 4.7

An analysis of growth in demand region wise indicate that the Western region and Eastern region continued with a double digit growth at 11.7% and 10.3% respectively; the North registered a growth of 3% and the Central 9.7% while in the South there was a negative growth of 3.4%. The negative growth in the South was primarily due to the fall in demand in Andhra Pradesh by 17% and a nil growth in Kerala while Tamil Nadu and Karnataka registered a growth of only 4%.

Markets: The target market for Lafarge’s plant at Sonadih, Chhattisgarh is envisaged to be states of Eastern India. The market has been identified based on most likely distance

32 that the plant will cater to, location of other supplying clusters and existing dispatches of the Lafarge plant.

Cement Demand: The estimated future growth rates for different markets, in the next 5-7 years, in the target region are given in the following table:

Market Future CAGR (%) Assam 10.4% Bihar 11.6% Jharkhand 6.4% Orissa 8.1% West Bengal 8.7% Chhattisgarh 6.3% Other North East states 10.3%

The Table shows the trend of future demand in different markets of the target region.

Figures in million tonnes Year FY 16 FY 17 FY 18 FY 19 FY 20 Assam 4.87 5.36 5.89 6.48 7.13 Bihar 12.37 13.73 15.24 16.92 18.78 Jharkhand 4.53 4.90 5.29 5.71 6.17 Orissa 10.25 11.27 12.40 13.64 15.01 West Bengal 15.11 16.47 17.95 19.56 21.32 Chhattisgarh 5.88 6.29 6.74 7.21 7.71 Other North East states 3.64 4.01 4.41 4.85 5.33 Total 56.66 62.03 67.92 74.37 81.45

33 From a level of around 48 mt in FY 14, cement demand in the target region is likely to reach around 82 mt in FY 20 growing at a CAGR of ~9 % pa. Current market share of Lafarge in East India market is between 15 – 17%. Lafarge has a very strong presence and brand equity in this market. Thus Lafarge should be able to maintain its market share and sell its entire cement produced in the future also.

Infrastructure: Road: Infrastructure facilities like road transport post & telegraph communication, banking and medical facilities etc. will be improved and economic development would be catalysed. The employment from existing mines will be continue for uneducated and unskilled workers. The existing cement plant will result in number of benefits and will continue the jobs directly /indirectly of the surrounding villagers. It will also continue opportunities for business and other activities like groceries, farm & agricultural products etc., thus resulting in gross economic up-liftment. The project authorities will continue medical facilities in the form of dispensary / hospital in the plant area for their employees. These facilities will also be continue to be available to local population in emergencies. This along with rural welfare schemes have a positive health care impact With increase in population and industrial activity, public transport will be more frequent, thereby having a positive impact resulting in improvement of communication facilities. Besides transport, communication facility such as phone etc. will also be continue made available resulting in positive impact.

Power: Required power for the cement plant as well as mines is obtained from Central Power Distribution Corporation Limited. Labour Supply & Skill: Adequate skilled labour is available in the region.

34 7.0 Other Modifying Factors: At present no national parks, historical monuments exist in the proximity of proposed mining lease area and no tribal issues are foreseen. The applied ML area of 19.219 Ha. comprises of mostly private land owned by local villagers and some government land. No mining activities will be carried out before grant of Mining Lease and before land acquisition. LIPL will implement the statutory and legal obligations and special conditions imposed, if any, by the following statutory agencies: a) During grant and execution of lease deed by Directorate of Mines and Geology, Govt. of Chhattisgarh b) Directives issued by Indian Bureau of Mines c) Directives issued by Directorate General of Mines Safety d) Conditions imposed by Ministry of Environment and Forests e) State or Central Pollution Control Board f) Any other statutory organization describing the nature of conditions and compliance position thereof. The mine will be working systematically and scientifically since decades in profit and it has never faced any major problem which might have affected the mining project and put it at any kind of risk. Therefore, looking for the past history for the mining project for such a longer period no assessment of risk at the moment or in near future is considered necessary.

Statutory Provisions Relating to- Labour: All applicable Labour Laws are inforced and will be implemented. The labourers will be getting all benefit as per Provisions of Mines Rule 1956, ID Act 1980, Contract Labour (Reg & Abolition ) Act, Bonus Act, Maternity Benefit Act, Payment of Wage Act, Minimum Wage Act, persons (labourers) will be employed strictly as per the provisions of the prevailing Labour Laws and Rules there under.

35 Land: Almost the lease area belongs to Private land and some part is belongs to Govt. land. The compensation and other statutory formalities will be complied as per norm of the State Govt.

Mining: Mining will be done strictly as per the approved Mining Plan/ Scheme of Mining as applicable and the provisions of all Acts, Rules and regulations made there under and the same practice will be followed.

Taxation: Taxes and cess as applicable will be paid as per the laws

Environmental Management LIPL’s commitment with special emphasis on the protection of environment is given below:

Air Quality Wet drilling to suppress the dust emission from the drill machines at its source by inbuilt water injection system Fixed continuous water spraying system on the haul road from working pit to the crushing plant Automised water spray system at Limestone hoppers Regular water sprinkling on blasted heaps and haul roads with water tankers. Use of sharp drill bits for drilling holes and arrangements for bit regrinding. Charging the holes by using optimum charge and using time delay detonator. Avoiding blasting during high windy periods, night times and temperature inversion periods. Regular grading of haul roads and service roads to clear accumulation of loose material. Excavation operations are suspended during periods of very strong winds. Avoiding over filling of dumpers and consequent spillage on the roads The vehicles and machinery are kept in well-maintained condition so that emissions are minimized.

36 Afforestation for control of dust. To arrest the amount of airborne dust, extensive plantation will be carried out within the mines and outside the mining lease. Plantation of wide leaf trees, creepers, tall grass along approach roads, and on safety barrier zones will help suppress dust. Road berms and dumps will be turfed and planted. Operator cabins in all items of major HEMM equipment will be enclosed, to minimize dust exposure of the operators.

Noise Levels The following noise abatement measurements will be adopted: Proper and regular maintenance of vehicles, machinery and other equipment. Carrying out blasting only during day time and not on cloudy days Limiting time exposure of workers to excessive noise. The noise generated by the machinery to be reduced by proper lubrication of the machinery and equipment. The workers employed will be provided with protection equipment, earmuffs and ear-plugs, as a protection from the high noise level generated at the plant site wherever required. Noise levels are also controlled by using optimum explosive charge, proper delay detonators and proper stemming to prevent blow out of holes. Proper and timely maintenance of mining machinery Speed of trucks entering or leaving the mine will be limited to moderate speed of 25 kmph to prevent undue noise from empty trucks

Water Pollution Control Measures Mining activities may cause adverse impacts due to mine drainage, siltation due to storm water and contaminated water from workshops and domestic sewage water. In order to mitigate the likely impacts the following management has been proposed.

37 Storm Water Management Apart from construction of the bund, a garland drain will be provided outside the bund to stop water from entering into the mine. A check dam is proposed at the end of the drain for trapping the silt. The water overflow from the check dam will drain to Shivnath river through the existing seasonal nalla. A garland drain surrounding the temporary dump area with sedimentation pits will be provided. The silt free water will be discharged to the natural drainage pattern.

Waste Water Management Open cast mining of the limestone will not generate any waste water. As there is no mineral processing, no waste water will be generated. However, small quantities of domestic waste water will be released from the mines site. At the workshop area, an oil separation tank will be used to segregate oil & grease from the outlet water of service ramp. Only clean water will be let out after skimming the oil and grease. This treated water will be used for plantation purpose.

Proposed Afforestation Extensive plantation will be carried out at the following locations: 7.5m wide greenbelt all along the mine lease area. Each side of the proposed haul road and road leading to crusher

Occupational Health and Safety LIPL has established its own well equipped occupational health center at the site. All the employees in the mine undergo periodical medical examination. LIPL has also attained the Occupational Health & Safety assessment system 18001 certification. All the mining operations are and will continue to be carried out strictly in accordance with the Mines Act, Rules & regulations. These practices will continue at the new mines also.

38 8.0 Classification: The subject area is fall under “Stratiform, Stratabound and Tabular Deposit of Regular Habit” as per UNFC classification and suitable for working with opencast method of mining. Preliminary mine design / conceptual plan may be prepared after obtaining all necessary approvals from statutory authorities for working of mine. Since, LIPL is operating existing mine adjoin to recommended ML area and has obtained all necessary permits it is expected that permits for recommended ML area will be obtained within a reasonable time frame after grant of Mining Lease. Considering the above study Reserve at recommended ML area can be classified under 121 and 122 category of UNFC. After the pre-feasibility study and economic axis study the limestone has been categorized as per the norm of UNFC is as under:

Classification Code Quantity Geological (tonnes) Grade A. (1) Proved Mineral Reserve 111 --- -- Mineral (2) Probable Mineral Reserve 121 31,99,536 +38% CaO Reserve (3) Probable Mineral Reserve 122 --- -- B. (1) Feasibility Mineral Resources 211 --- -- Remainin (2) Prefeasibility Mineral Resources 221 9,11,102 +38% CaO g (due to blocked out) Resources (2) Prefeasibility Mineral Resources 221 19,81,272 34-38% CaO (sub-grade) (3) Prefeasibility Mineral Resources 222 --- -- (4) Measured Mineral Resources 331 --- -- (5) Indicated Mineral Resources 332 --- -- (6) Inferred Mineral Resources 333 35,24,873 +34% CaO (7) Reconnaissance Mineral Resources 334 --- -- Total Mineral Resources (A+B) 96,16,783

The mineable reserves of limestone is 31,99,536 tonnes (say 3.199 million tonnes) and proposed maximum production rate is about 1.5 lakh tonnes per annum.

6. Conclusion: a. The deposit has been explored in a square grid of 150 m and reserve has been established under proven category. 39 b. The mine will be captive mine and catering to the need of limestone to plant for manufacturing cement in a constant basis since inception. For raising the limestone from captive quarry in a systematic manner an approved mining plan, subsequently review through schemes has been in place. c. The reserve established is meeting the threshold of manufacturing the cement as prescribed under NCCBM Norms. d. On the basis of the detailed exploration (G-1) done over the entire lease area, Mining Plan has been prepared, having enough experience specific and end use grade of reserves and specific knowledge of forest/non-forest and other land use data, the economic viability of the mining project has been proved beyond doubt and thus the mineable part of the mineral resources which fall under the Ultimate Pit Limit (UPL) and is above the threshold value and above as bifurcated correspond to the Economic Axis (E-1) and the remaining resources as bifurcated above falling outside UPL that is falling within the statutory barrier correspond to the Economic Axis (E-2). e. This project required investment of about ` 8.14 crore and the NPV will be about ` 499781443/-, IRR about 96% and payback period will be about 2 years per the Pre-Feasibility Study done, cost of limestone production will be ` 250/- which is comparable being incurred by existing cement plants in the region which are operating probability in the region. The operating the mining lease is economical viable. f. Thus, considering the entire above points as per the Guideline issued by Govt. of India, Ministry of Mines, Indian Bureau of Mines, the Feasibility Axis is comes considered as E-1. ------

SHALABH SAHA Geo Solutions (P) Ltd.

40 TEST REPORT QR/5.10/01 &XVWRPHU¶V1DPHDQG$GGUHVV Page: 1 of 1 PLPL/170213042 To M/S. LAFARGE INDIA LTD. Test Report No. : SONADIH LIMESTONE MINE PLPL/170213046 P.O: RASEDA VIA BALODA BAZAR, Issue Date : 21/02/2017 BHATAPARA-493332, CHATTISHGARH. &XVWRPHU¶V5HI : Verbal

Description of Sample : Lime Stone # Quantity/No. of Samples : 500 gm/05 Date of Sampling : 11/02/2017 Protocol (purpose) : QC PLPL/170213042 To Sample Receipt Date : 13/02/2017 Lab ID : PLPL/170213046 Packing/ Seal : Sealed Test Parameters : As per Table Date of Starting of Test : 13/02/2017 Date of Completion of Test : 21/02/2017 RESULT TABLE TEST RESULT METHOD SR. NO. PARAMETERS UNIT SAMPLE SAMPLE SAMPLE SAMPLE SAMPLE NO NO NO NO NO 1CN_7# 2CN_7# 3CN_7# 4CN_7# 5CN_7#

1 Calcium Oxide as CaO % 46.73 46.51 45.88 44.25 44.54

Magnesium Oxide as 2 % 2.32 2.33 2.11 2.45 2.25 MgO

3 Silica as SiO2 % 9.58 9.5 10.22 11.43 11.8

Aluminium Oxide as 4 % 2.31 2.33 2.84 3.16 3.32 Al2O3 Indian Standard 5 Iron Oxide as Fe2O3 % 0.64 0.63 1.22 1.35 1.39

Potassium Oxide as 6 % 0.55 0.54 0.77 0.88 0.91 K2O

7 Sodium Oxide as Na2O % 0.19 0.2 0.18 0.16 0.15

8 Loss In Ignition % 37.13 37.48 36.68 35.97 35.42

9 LSF % 155.9 156.3 140 120.9 117.6

# : Detail given by customer.

H. T. Shah Dr. Arun Bajpai Lab Manager Lab Manager (Q) Note: This report is subject to terms & conditions mentioned overleaf. TEST REPORT QR/5.10/01 &XVWRPHU¶V1DPHDQG$GGUHVV Page: 1 of 1 PLPL/170213047 To M/S. LAFARGE INDIA LTD. Test Report No. : SONADIH LIMESTONE MINE PLPL/170213051 P.O: RASEDA VIA BALODA BAZAR, Issue Date : 21/02/2017 BHATAPARA-493332, CHATTISHGARH. &XVWRPHU¶V5HI : Verbal

Description of Sample : Lime Stone # Quantity/No. of Samples : 500 gm/05 Date of Sampling : 11/02/2017 Protocol (purpose) : QC PLPL/170213047 To Sample Receipt Date : 13/02/2017 Lab ID : PLPL/170213051 Packing/ Seal : Sealed Test Parameters : As per Table Date of Starting of Test : 13/02/2017 Date of Completion of Test : 21/02/2017 RESULT TABLE TEST RESULT METHOD SR. NO. PARAMETERS UNIT SAMPLE SAMPLE SAMPLE SAMPLE SAMPLE NO NO NO NO NO 6CN_7# 7CN_7# 8CN_7# 9CN_7# 10CN_7#

1 Calcium Oxide as CaO % 44.46 45.07 35.44 31.54 31.19

Magnesium Oxide as 2 % 2.13 2.3 5.25 6.2 6.47 MgO

3 Silica as SiO2 % 11.69 11.09 17.88 20.46 21.4

Aluminium Oxide as 4 % 3.28 2.76 5.16 5.33 5.65 Al2O3 Indian Standard 5 Iron Oxide as Fe2O3 % 1.38 1.25 2.14 2.11 2.17

Potassium Oxide as 6 % 0.91 0.74 1.44 1.5 1.58 K2O

7 Sodium Oxide as Na2O % 0.16 0.1 0 0 0

8 Loss In Ignition % 34.98 36.59 30.86 31.15 31.02

9 LSF % 118.6 128.3 61.6 48.6 45.9

# : Detail given by customer.

H. T. Shah Dr. Arun Bajpai Lab Manager Lab Manager (Q) Note: This report is subject to terms & conditions mentioned overleaf. TEST REPORT QR/5.10/01 &XVWRPHU¶V1DPHDQG$GGUHVV Page: 1 of 1 PLPL/170213052 To M/S. LAFARGE INDIA LTD. Test Report No. : SONADIH LIMESTONE MINE PLPL/170213057 P.O: RASEDA VIA BALODA BAZAR, Issue Date : 17/02/2017 BHATAPARA-493332, CHATTISHGARH. &XVWRPHU¶V5HI : Verbal

Description of Sample : Lime Stone# Quantity/No. of Samples : 500 gm/06 Date of Sampling : 11/02/2017 Protocol (purpose) : QC PLPL/170213052 To Sample Receipt Date : 13/02/2017 Lab ID : PLPL/170213057 Packing/ Seal : Sealed Test Parameters : As per Table Date of Starting of Test : 13/02/2017 Date of Completion of Test : 17/02/2017 RESULT TABLE TEST RESULT METHOD SR. NO. PARAMETERS UNIT SAMPLE SAMPLE SAMPLE SAMPLE SAMPLE SAMPLE NO 11 NO 12 NO 13 NO 14 NO 15 NO 16 CN_7# CN_7# CN_7# CN_7# CN_7# CN_7#

1 Calcium Oxide as CaO % 35.01 35.72 35.14 22.97 22.96 35.97

Magnesium Oxide as 2 % 4.13 3.99 4.08 3.98 4.06 4.75 MgO

3 Silica as SiO2 % 19.91 19.54 19.38 32.37 32.05 18.25

Aluminium Oxide as 4 % 5.64 5.51 5.49 9.14 9.11 5.15 Al2O3 Indian Standard 5 Iron Oxide as Fe2O3 % 2.05 2.01 2.04 3.03 2.99 2.03

Potassium Oxide as 6 % 1.53 1.49 1.52 2.5 2.49 1.4 K2O Sodium Oxide as 7 % 0 0 0 0 0 0.01 Na2O

8 Loss In Ignition % 31.25 31.3 30.55 22.38 23.28 32.44

9 LSF % 54.9 57.1 56.6 22.2 22.4 61.5

# : Detail given by customer.

H. T. Shah Dr. Arun Bajpai Lab Manager Lab Manager (Q) Note: This report is subject to terms & conditions mentioned overleaf.