PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 1

M/s SOUTHERN GRANITES

PRE – FEASIBILITY REPORT (PFR)

QUARRY PROJECT AT: VILLAGE, , KERALA

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 2

INDEX S. No. Contents Page No. 1.0 EXECUTIVE SUMMARY 4 2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION 6 2.(i) Identification of project and project proponent 6 2.(ii) Brief description of the Nature of the project 6 2.(iii) Need for the project and its importance to the Country and or Region 6 2.(iv) Demand – Supply Gap 7 2.(v) Imports Vs. Indigenous Production 7 2.(vi) Export Possibility 7 2.(vii) Domestic / Export Markets 7 2.(viii) Employment generation (Direct & Indirect) due to the project 8 3.0 PROJECT DESCRIPTION 8 3.(i) Type of project including interlinked and interdependent projects 8 3.(ii) Location (map showing General Location, Specific Location & Project boundary & 8 Project site layout) with coordinates 3.(iii) Details of Alternate sites considered and the basis of selecting the proposed site, 9 particularly the environmental considerations 3.(iv) Size or magnitude of operation 9 3.(v) Project description with process details (a schematic diagram / flow chart showing 9 the project layout, components of the project etc should be given) 3.(vi) Raw material required along with estimated quantity, likely source, marketing area 12 of final products, mode of transport of raw materials and financial provisions 3.(vii) Resource optimization / recycling and reuse envisaged in the project 15 3.(viii) Availability of water its source, energy / power requirement & source 15 3.(ix) Quantity of wastes to be generated (liquid and solid) and scheme for their 16 management / disposal 4.0 SITE ANALYSIS 17 4.(i) Connectivity 17 4.(ii) Land form, land use and land ownership 17 4.(iii) Topography (along with map) 18 4.(iv) Existing land use pattern (agriculture, non-agriculture, forest, water bodies 18 (including area under CRZ)), shortest distances from the periphery of project. 4.(v) Existing Infrastructure 18 4.(vi) Soil Classification 19 4.(vii) Climatic Data 19 4.(viii) Social Infrastructure Available 19 5.0 PLANNING BRIEF 20 5.(i) Planning Concept (Type of industries, facilities, transportation etc.) Town & 20 Country Planning / Development Authority Classification 5.(ii) Population Projection 20 5.(iii) Land Use Planning (Break-up along with green belt etc.) 20 5.(iv) Assessment of Infrastructure Demand (Physical & Social) 20 5.(v) Amenities / Facilities 20

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 3

6.0 PROPOSED INFRASTRUCTURE 21 6.(i) Industrial Area (Processing Area) 21 6.(ii) Residential Area (Non-processing area) 21 6.(iii) Green belt 21 6.(iv) Social Infrastructure 21 6.(v) Connectivity (Traffic & Transportation Road / Rail etc.) 21 6.(vi) Drinking Water Management (Source & Supply of water) 21 6.(vii) Sewerage system 21 6.(viii) Industrial Waste Management 21 6.(ix) Solid Waste Management 21 6.(x) Power Requirement & Supply / Source 22 7.0 Rehabilitation and Resettlement (R & R Plan) 22 7.(i) Policy to be adopted (Central / State) in respect of the project affected persons 22 including home oustees, land oustees and landless 8.0 PROJECT SCHEDULE AND COST ESTIMATES 22 8.(i) Likely date of start of production and likely date of completion (time schedule for 22 the project will be given) 8.(ii) Estimated project cost along with analysis of economic viability of project 23 9.0 ANALYSIS OF PROPOSAL 23 9.(i) Financial and Social Benefits with special emphasis on the benefits to the local 23 people including tribal population

LIST OF ANNEXURES Annexure No. Particulars 1. Copy of Mine Lease / Letter of Intent (LOI) 2. Photographs of the Site 3. Route Map showing location of the project site 4. Google map showing location of the project site 5. Key map of the project site 6. Topographical Contour Map 7. Production & Development Plan 8. Surface cum Geological Plan 9. Cluster Certificate issued from District Geologist, Department of Mining & Geology 10. NABET Accreditation Certificate of the Consultant

LIST OF TABLES Table No. Particulars 1. List of employees 2. Size or magnitude of operation 3. List of equipments used 4. Year wise production details 5. Land use of lease area 6. Social infrastructure around the project site 7. Expected time schedule for the project 8. Estimated project cost and economic viability

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 4

1.0 EXECUTIVE SUMMARY The building Stone Quarry (Minor Mineral) mining project of M/s Southern Granites is situated at Survey Nos. 327/3, 328/2, 328/4, 329/4, 328/5, 330/5, 329/3 of Peringome Village & Panchayat, Thaliparamba Taluk, , Kerala in area 4.6057 hectares. The project proponent is posses Letter Of Intent (LOI) for the proposed Lease area issued by Mining & Geology Department, Govt. of Kerala. Mining projects of minor minerals with area less than 50 ha. of mining lease are categorized as category 'B'. As per O.M. dated 24/12/2013 by Ministry of Environment & Forests, Govt. of India, all projects with mining area less than 25 hectares is classified as Category B2. The Eco-friendly Mining Plan prepared by an Indian Bureau of Mine (IBM) approved Recognized Qualified Person (RQP) has been approved by Mining & Geology Department, Govt. of Kerala. This Mining plan is based on the requirements under the Kerala Minor Mineral Concession Rules, 2015. The land for the proposed quarry is private owned land and the land is possessed by M/s Southern Granites The targeted production of mine will be 1,20,000 MTA. The estimated project cost will be Rs. 1.20 Crores. The expected life of mine estimated will be about 11 years. The mining operation will be carried out by opencast semi- mechanized method as per the approved Mining Plan.

1.1 SALIENT FEATURES & ENVIRONMENTAL SETTING OF THE PROJECT Particulars Details Geographical Location Latitude (N) 12°12’17.22"N to 12°12'25.67"N Longitude (E) 75°20'04.25"E to 75°20'15.18"E

Total Mine Lease area 4.6057 hectares Total area owned by the proponent 6.9586 hectare Current status of the quarry New Quarry Project Local name of the project area Madakampoyil Project Site Toposheet No. 48 P/8 Production 1,20,000 MTA Geological Reserves 38,16,586 MT Mineable Reserves 12,78,259 MT Life of Mine About 11 years Estimated project cost Rs. 1.20 Crores Man Power 18 persons Highest and lowest elevation 150 m MSL to 65 m MSL Land use Private land with Rocky land

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JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 5

Nearest habitation About 101m towards North Nearest Town Peringome about 6 km, NW Stone Crusher / M sand Available near the complex Width of access road to the site 7m wide tarred road Nearest Airport International airport about 110 km, NW Nearest Highway SH-59 (Malabar Hill Highway) about 7 km, NE NH-47 at about 17 km, SW Nearest Railway Station Cheruvathur station about 22 km, W Power supply The total power requirement will be 75 kW for compressors which will be operated by Diesel Engine. Water and its Source The total water requirement is about 5 KLD in which 1 KLD is for domestic purpose which would be sourced from open well, 2 KLD for dust suppression in mine and 2 KLD for plantation purposes and will be sourced from storm water pond Nearest Hospital / dispensary Peringome about 6 km, NW Education facility Peringome about 6 km, NW Police Station Peringome about 6 km, NW Fire Station Peringome about 6 km, NW Ambulance Peringome about 6 km, NW Church / temple / mosque Church – Infant Mary, Olayambadi, 2km, NW Temple – Kadamkunu Karimanal, Olayambadi, 1.5 km, N Mosque – Pedena, 450m, E Electrical installation like transformer HT & LT Line available at Pedena about 500 m, E /HT or LT line Mobile Towers Peringome 5 km, NW Ecological sensitive zone (National None within the study area Park, Sanctuary, Habitat for Migratory Birds, Tiger Reserve) Interstate Boundary None within the study area Critically Polluted Area as identified None within the study area by CPCB Defense installations None within the study area Archeological Features None within the study area Nearest Forests None within the study area Nearest streams/ rivers/ water bodies Perumba Thodu, 2 km, S (from mine boundary) Tejhasvini River, 10 km, N Perumba River, 12 km, SW HLWG Report status Not falling in ESA

1.2 PRODUCTION & RESERVE The estimated annual mining production will be 1,20,000 MTA and the mineable reserve for the project is 12,78,259 MT. It is expected to employ about 18 persons in the mining operation. The mined material will be transported to crusher located near the complex.

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 6

1.3 TOP SOIL & OVER BURDEN A total quantity of 33,233 cu. m. of topsoil is proposed to be removed during the mining operations. The topsoil excavated from the quarry will be dumped / stacked separately at pre-determined place and subsequently will be utilized in spreading over reclaimed areas for plantation as part of eco-restoration. About 16,617 cu. m. of overburden (OB) will be generated throughout the mine life. This waste will be utilized within the pit for lying of haul roads. At the end use, OB can be reutilized as soil base for plantation.

2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION 2.(i) IDENTIFICATION OF PROJECT AND PROJECT PROPONENT The project is for obtaining Environment clearance for building stone mining project (Minor Mineral Quarry). The project is proposed by M/s Southern Granites, a partnership firm with Mr. P. M. Ibrahim as Managing Partner. The lease area is private own land at Survey Nos. 327/3, 328/2, 328/4, 329/4, 328/5, 330/5, 329/3, Peringome Village & Panchayat, Thaliparamba Taluk, Kannur District, Kerala in area 4.6057 hectares. The project posses Letter of Intent (LOI) for the lease area issued by Mining & Geology Department, Govt. of Kerala and copy of the same is attached at Annexure No. 1. Name and : M/s Southern Granites, address of the Mr. P.M. Ibrahim, Managing Partner, Madakampoyil, Perengome P.O., Applicant Kannur District, Kerala-670353. E-mail ID :- [email protected] Mobile No. 9447506683

2.(ii) BRIEF DESCRIPTION OF NATURE OF THE PROJECT M/s Southern Granites proposes a building stone mine and dealing in mining and trading of mineral. The main objective of the project is to carry the business of prospecting, exploring, operating and working on quarries. The main market for mineral is in Kannur District and other nearby districts in Kerala which are utilized in construction works of buildings and roads.

2.(iii) NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND OR REGION The major need of building stone is due to its high compressive strength and durability

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 7

(among the hardest, dimensional & structural stones), it can effectively withstand the vagaries of nature. The mineral-rich colors and the hardness & density, makes it useful for many applications. The proposed mining project will fulfill its end uses in buildings and construction of roads, paving and many other exterior projects. It is also known as the maintenance-free stone. The main market for mineral is in Kannur & other nearby districts which are utilized in construction works of buildings and roads. The mining and associated activities in the mineral bearing areas bring about gains in gross domestic product, i.e. there is though a minor contribution by the proposed project but will add to gains in G.D.P. (Gross Domestic Product). A total of 18 persons will be employed in the mine. It will create employment (though marginally) for local population. Applicant will pay royalty to Govt. of Kerala for the mineral produced from the mine, direct and indirect taxes will be paid thereby contributing to the regional revenue. The public revenue will further be put for infrastructural development and other sectors like health, education and social welfare. 2.(iv) DEMAND – SUPPLY GAP Masonry / Building Stone are an important component for the construction / developmental work for all infrastructure development and building construction and road construction activities. Demand of building stone shall be fulfilled by various end users. During last few years, due to sudden increase in real estate activities and in other infrastructural development activities, the demand of the building stone has further enhanced the demand of building stone in the area. Therefore, there is a large requirement of building stone in the project vicinity to meet the demand supply chain.

2.(v) IMPORTS VS. INDIGENOUS PRODUCTION Building stone product is an indigenous production. Therefore, this product is neither exported nor imported.

2.(vi) EXPORT POSSIBILITY The building stone is an indigenous product and hence there are no possibilities of export. 2.(vii) DOMESTIC / EXPORT MARKETS The rock produced from the quarry will be sent to the Crusher unit available near the complex. The aggregate produced is sold to the contractors and to the consumers which are finally consumed locally for road (PWD & Panchayat roads, State Highway &

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 8

National Highway) & building construction works. Fine Material is also sold to the hollow block / solid block manufactures.

2.(viii) EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT The total numbers of employees including skilled, semi skilled and un-skilled workers for the quarry project is expected to be about 18 persons who includes workers for mine. The details of the employees / workers including their position in the organization are also given below:- Table 1: List of Employees and their Designations Sr. No. NAME OF THE POST NOS. 1 Mines Manager / Asst. Mines Manager 1 2 Mines foreman 1 3 Other workers 16 TOTAL 18

3.0 PROJECT DESCRIPTION 3.(i) TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS. This is a semi mechanized open cast stone mining project. Mineral will be used in the construction works. Building construction and other infrastructural facilities are the areas, where the material will be consumed. The quarry will be linked with a crusher unit available near the complex. The fine mineral is sold to the vendors who manufacture hollow block / solid block and hence they are interdependent projects attached to the mining project. 3.(ii) LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION, AND PROJECT BOUNDARY AND PROJECT SITE LAYOUT) WITH COORDINATES The proposed quarry project is private owned land at Survey Nos. 327/3, 328/2, 328/4, 329/4, 328/5, 330/5, 329/3 of Peringome Village & Panchayat, Thaliparamba Taluk, Kannur District, Kerala for area 4.6057 hectares. The geographical location of the mine with respect to the boundary pillars of the lease area (extreme most points) is given below:-

Latitude (N) 12°12’17.22"N to 12°12'25.67"N Longitude (E) 75°20'04.25"E to 75°20'15.18"E

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 9

The photographs of the site will be taken from different locations and directions are provided at Annexure No. 2. The route map showing location of the lease area is provided at Annexure No. 3. The google map superimposed with project boundary showing location of the lease area is provided at Annexure No. 4. The Key map of the project site showing the location of quarry site is attached at Annexure No. 5. The project site with boundary pillars and GPS Coordinates of the boundary pillars are provided in Contour drawing attached at Annexure No. 6.

3.(iii) DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE PROPOSED SITE, PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS. Quarrying activities are carried out based on local geology and availability of granite building stone. The proposed site is building stone quarry and mineral specific hence no alternate site was examined. Moreover, the land is a private owned land and hence no alternate site considered.

3.(iv) SIZE OR MAGNITUDE OF OPERATION The size and magnitude of the lease area is as given below:- Table 2 : Size or Magnitude of operation Sr. No. Particulars Details 1. Lease Area 4.6057 hectares 2. Mineable Reserve 12,78,259 MT 3. Annual Production 1,20,000 MTA 4. Mine Waste Top Soil (33,233 cu. m.) ; OB (16,617 cu. m) 5. Life of Mine About 11 years 6. Total Man Power (Nos.) About 18 persons

3.(v) PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC DIAGRAM/ FLOW CHART SHOWING THE PROJECT LAYOUT, COMPONENTS OF THE PROJECT ETC.).

The proposed mining operations will be carried out by open cast semi-mechanized method. The process flow diagram given below depicts the mining process:-

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 10

Cutting & Clearing of Shrubs / Trees

Removal & Stacking of Top soil & Overburden

Excavation by Drilling & Blasting

Rock Breaking & Transportation to Crusher

Crushing in Crusher

Segregation & Stacking

Dispatch to the end user

DESCRIPTION OF MINING OPERATIONS ( MANUFACTURING PROCESS) PROPOSED METHOD OF MINING It is proposed to undertake Open Cast Semi-Mechanized Mining which includes blasting, loading, transportation of rubble and dispatch to the crusher. The surface cum geological plan showing the mining steps is attached.

OPEN CAST MINING In the open cast mining, the bench height and width will be maintained at 5 m. Excavated material is transported to the crusher unit located near the complex for further processing.

SALIENT FEATURES OF MINING METHOD The salient features of proposed mining method are given below.  The height and width of the bench will be maintained at 5 m respectively.  The mining will be done from top to bottom by slicing of 2.5 m thick.  The exploitation of mineral is being done from 150 m to 60m MSL in conceptual phase.  Considering the stability of rocks the final slope or say ultimate pit slope is proposed 45°

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JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 11

from vertical.  Haul road will be developed up to point of loading.  Transportation of the mineral from pit-mouth to crusher and then to the destination / market will be by tippers / trucks (15T capacity). EXTENT OF MECHANIZATION The details of equipments proposed to be used in mining operation are listed below:- Table 3 : List of equipments used Sr. No. Machine Type Required No. of M/c Size/Capacity 1. Back Hoe 1 0.9 m3 2. Rock Breaker 1 -- 3. Compressor (Chicago) 1 CFM/100 4. Tippers/Trucks 3 15T 5. Jack hammer 1 32 mm

DRILLING The excavation of mineral is proposed by excavators. The mineral is fractured and easily exploitable by rock breakers and excavators. The hard strata are proposed to excavate after drilling and blasting.

BLASTING The controlled blasting is proposed by adopting all the safety measures as per Minor Mineral Regulation Act, 1961 (MMR) and with the permission of Director General of Mines & Safety (DGMS). In this area for fragmentation of granite the blasting will be conducted. Multiple blast holes of 1.0 to 1.5 m depth will be drilled with the help of 32 mm drill rod, Jack Hammer and Air Compressor of 100 cfm capacity. It is estimated about 250g of explosives per hole is required. About 28-29 holes per blast are proposed. Therefore, the requirement of explosives will be about 7.5 kg/ blast/day.

EXPLOSIVE USED Only class 2 and class 6 explosive is proposed for use as given below:- Booster (20%) Slurry explosive Explosive Nitrate Fuel oil (NFO). (Column charge) (80%) The NFO mixture can be readily produced at a site by mixing nitrate (94.5 %) with diesel oil (5.5 %). Initiator Electric detonators

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 12

STORAGE OF EXPLOSIVE Considering low consumption 25 kg magazine is for storing the explosive. The magazine (explosive storage area) exists within the complex.

3.(vi) RAW MATERIAL REQUIRED ALONG WITH ESTIMATED QUANTITY, LIKELY SOURCE, MARKETING AREA OF FINAL PRODUCT/S, MODE OF TRANSPORT OF RAW MATERIAL AND FINISHED PRODUCT No raw material will be required for mining of Masonry / building stone. The final product will be sent to consumer based on their demand. The mode of transportation of raw material and finished product will be by road only. Tippers/ trucks will be used for transportation to the end users. MINERAL RESERVES The mineable reserves are arrived after deducting the reserves locked in mines safety (blocked reserve) slope along with boundary in compliance with mineral concession rules. The quantity of such kind of reserves is arrived as follows. BLOCKED RESERVES MINEABLE RESERVES SECTION A-A' BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON 145 28 37 2.6 2693.6 145 77 37 2.6 7407.4

140 57 37 2.6 5483.4 140 148 37 2.6 14237.6

135 106 37 2.6 10197.2 135 162 32 2.6 13478.4

130 159 37 2.6 15295.8 130 169 27 2.6 11863.8 125 212 37 2.6 20394.4 125 181 22 2.6 10353.2

120 266 37 2.6 25589.2 120 135 17 2.6 5967 115 402 37 2.6 38672.4 115 25 12 2.6 780 Sub Total 118326 Sub Total 64087.4

SECTION B-B' BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON

150 0 65 2.6 0 150 2 65 2.6 338

145 25 65 2.6 4225 145 115 60 2.6 17940 140 50 65 2.6 8450 140 218 55 2.6 31174

135 75 65 2.6 12675 135 241 50 2.6 31330 130 101 65 2.6 17069 130 273 45 2.6 31941

125 126 65 2.6 21294 125 306 40 2.6 31824

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 13

120 152 65 2.6 25688 120 352 35 2.6 32032 115 177 65 2.6 29913 115 400 30 2.6 31200 110 204 65 2.6 34476 110 435 25 2.6 28275 105 226 65 2.6 38194 105 476 20 2.6 24752 100 253 65 2.6 42757 100 580 15 2.6 22620 95 279 65 2.6 47151 95 586 10 2.6 15236 90 488 65 2.6 82472 90 198 5 2.6 2574

Sub Total 364364 Sub Total 301236

SECTION C-C' BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON 140 0 75 2.6 0 140 20 75 2.6 3900 135 28 75 2.6 5460 135 64 75 2.6 12480 130 56 75 2.6 10920 130 113 75 2.6 22035

125 84 75 2.6 16380 125 159 75 2.6 31005 120 142 75 2.6 27690 120 188 75 2.6 36660 115 170 75 2.6 33150 115 245 75 2.6 47775 110 198 75 2.6 38610 110 260 75 2.6 50700 105 226 75 2.6 44070 105 249 75 2.6 48555 100 254 75 2.6 49530 100 262 75 2.6 51090 95 308 75 2.6 60060 95 384 75 2.6 74880 90 362 75 2.6 70590 90 376 75 2.6 73320 85 417 75 2.6 81315 85 390 75 2.6 76050 80 471 75 2.6 91845 80 336 75 2.6 65520 75 526 75 2.6 102570 75 281 75 2.6 54795 70 580 75 2.6 113100 70 227 75 2.6 44265 65 634 75 2.6 123630 65 173 75 2.6 33735 Sub Total 868920 Sub Total 726765 SECTION D-D' BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON 110 0 47 2.6 0 110 12 47 2.6 1466.4 105 39 47 2.6 4765.8 105 30 47 2.6 3666 100 78 47 2.6 9531.6 100 63 47 2.6 7698.6 95 116 47 2.6 14175.2 95 94 47 2.6 11486.8 90 155 47 2.6 18941 90 127 47 2.6 15519.4 85 194 47 2.6 23706.8 85 199 47 2.6 24317.8 80 233 47 2.6 28472.6 80 243 42 2.6 26535.6 75 272 47 2.6 33238.4 75 245 37 2.6 23569 70 306 47 2.6 37393.2 70 306 32 2.6 25459.2

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 14

65 340 47 2.6 41548 65 392 27 2.6 27518.4 60 411 47 2.6 50224.2 60 331 22 2.6 18933.2 Sub Total 261997 Sub Total 186170 EXTRA BENCH LOSS MINERAL 491088 0 GRAND TOTAL 2104695 GRAND TOTAL 1278259

Mineral reserve blocked in 7.5 m buffer zone Section M2 M DENSITY TON A-A’ 729 37 2.6 70129.8 B-B’ 519 65 2.6 87711.0 C-C’ 856 75 2.6 166920.0 D-D’ 314 47 2.6 38370.8 TOTAL 363131.6

Summarize the reserves (in MT) Geological reserve (A) 38,16,585.6 Mineral reserve already excavated(B) 70,500 Mineral reserve blocked in benches (C) 21,04,695 Mineral reserve blocked in 7.5 m buffer zone (D) 3,63,131.6 Mineral reserve = A- (B+C+D) 12,78,259

YEAR WISE PRODUCTION DETAILS The applicant is proposed to produce building stone working for period about 11 years with a production of 1,20,000 MTA. The details of year wise production for the project is given in Table below.:- Table 4 : Year wise production of building stone Year Bench Minerals (MT) I 150-135 1,20,000 II 135-125 1,20,000 III 125-115 1,20,000 IV 115-110 1,20,000 V 110-100 1,20,000 VI 100-95 1,20,000 VII 95-90 1,20,000 VIII 90-80 1,20,000 IX 80-75 1,20,000 X 75-65 1,20,000 XI 65-60 78,259 TOTAL 12,78,259

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 15

MINERAL TRANSPORTATION Loading of mineral from the quarry will be done by excavator and will be sent to the crushing unit near the complex. Trucks / Tippers of 15 MT will be used for transportation of mineral from mine site to the crusher. It is expected that 27 trips will be required on daily basis. For this, movement of truck per hour will be 3-4 only. Thus, the impact due to movement of trucks from mine will be marginal and well within the carrying capacity of the roads.

3.(vii) RESOURCE OPTIMIZATION / RECYCLING AND REUSE ENVISAGED IN THE PROJECT Mineral will be utilized and sent for use to different end users for road and building construction works. It is estimated that around 33,233 cu. m. of top soil will be generated from the proposed project site, which will be properly stacked and will be utilized for eco-restoration over the reclaimed areas in the post mine closure phase. Also it is estimated that around 16,617 cu. m. of over burden is generated which will be utilized in developing internal roads and at the end use the same will be used as soil base for reclamation. It is proposed to construct a storm water collection pond and de-siltation unit in the lowest contour of the plot. The water requirement for sprinkling on sources of dust emission, roads and for landscaping purposes can be met from the stored rain water pond and thereby conserve the fresh water.

3.(viii) AVAILABILITY OF WATER ITS SOURCE, ENERGY / POWER REQUIREMENT AND SOURCE WATER The total water requirement for the proposed mining activity is 5 KLD. The detailed breakup of the same is given below:- S. No. Particulars Quantity (KLD) Source 1. Domestic purpose (mining workers) 1 Open well 2. Dust Suppression / Water sprinkling at mine 2 Storm water pond 3. Green belt / Plantation 2 Total 5

The water required will be sourced from the storm water reservoir. However, the drinking water will be sourced from the open well and which will be treated / disinfected before consumption. It is proposed to collect the storm water into the Holding/ Siltation Tank by constructing appropriate channels all around the foot of hill

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Partner

JUNE, 2017 Mr. P. M. IBRAHIM

PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 16

(garland drains). The channels will be constructed with intermediate check dams/silt traps to prevent soil erosion. The sizing of the channels will be 1m x 1m. The daily water balance diagram of the unit is given below:-

INDUSTRIAL CONSUMPTION

2 KL WATER FOR PLANTATION

STORM WATER POND / TANKS 4 KL

2 KL DUST SUPPRESSION SYSTEM

DOMESTIC CONSUMPTION

1 KL 0.80 WELL DOMESTIC USE SEPTIC TANK SOAK PIT

POWER The total power requirement will be 75 kW for compressors which will be operated by Diesel Engine. The source of electricity for domestic consumption within the quarry site is from the supply of Kerala State Electricity Board (KSEB).

3.(ix) QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR MANAGEMENT / DISPOSAL. SOLID WASTE: It is estimated that around 33,233 cu. m. of top soil and 16,617 cu. m. of over burden (OB) will be generated from the proposed mining operation and which will be properly stacked. LIQUID WASTE: Domestic Sewage The sewage to a tune of 0.80 KLD generated from the mine office.

3.(x) SCHEMATIC REPRESENTATION OF THE FEASIBILITY DRAWING WHICH GIVE INFORMATION OF EIA PURPOSE. Not Applicable

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4.0 SITE ANALYSIS 4.(i) CONNECTIVITY S. No. Particulars Distance & Direction 1. Nearest town Peringome about 6 km, NW 2. Connecting Road 7m wide tarred road 3. Nearest Airport Mangalore International airport about 110 km, NW 4. Nearest Highway SH-59 (Malabar Hill Highway) about 10km, NE NH-47 at Pilathara about 17 km, SW 5. Nearest Railway Station Cheruvathur station about 22 km, W

4.(ii) LAND FORM, LAND USE AND LAND OWNERSHIP LANDFORM The proposed building stone mine is covering an area of 4.6057 ha. The lease area is private own land. The lease area is devoid of any transmission lines, streams/ nallahs, forests, habitation, etc.

LAND USE The land use pattern of the existing and proposed mining project is given below: Table 5 : Land Use Details of project area Sr. Land Use Category Pre-Operational Operational for next Post Operational for No. (Ha.) five years (Ha.) life of mine (Ha.) 1 Top Soil Dump Nil 0.1470 (outside the Nil 2 Over burden Nil lease area within own land) 3 Excavation (Voids 0.5313 2.6327 3.9951 Only) (3.5907 ha. Reclaimed by plantation & 0.4044 ha. Convert into pond) 4 Road 0.1405 0.07 Nil 5 Built Up Area Nil Nil Nil 6 Drainage Nil 0.0949 0.0949 7 Green belt / Mass Nil 1.0100 0.5157 Plantation 8 Undisturbed Area 3.9339 0.7981 Nil Total 4.6057 4.6057 4.6057

LAND OWNERSHIP The land as per revenue records is a private own land and the site is rocky land with rubber tree plantation and other native species.

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4.(iii) TOPOGRAPHY (ALONG WITH MAP) Part of the proposed land was existing quarry area and there is no vegetation in that area. The remaining land in the proposed land is mostly covered with native trees, shrubs, herbs, grass, climbers, bushes etc. The topography of the lease area is hilly terrain. The highest elevation of the lease area is 150m MSL and lowest is 65m MSL. As the proposed area is hill rock, the drainage of lease area is towards NE. No habitants are located in the lease area. The topographical contour map of the project site is attached at Annexure No. 6.

4.(iv) EXISTING LAND USE PATTERN (AGRICULTURE, NON-AGRICULTURE, FOREST, WATER BODIES (INCLUDING AREA UNDER CRZ)), SHORTEST DISTANCES FROM THE PERIPHERY OF THE PROJECT TO THE PERIPHERY OF THE FORESTS, NATIONAL PARK, WILD LIFE SANCTUARY, ECO SENSITIVE AREAS, WATER BODIES (DISTANCE FROM THE HFL OF THE RIVER), CRZ IN CASE OF NOTIFIED INDUSTRIAL AREA.

Land Use Pattern: The lease area is situated at Survey Nos. 327/3, 328/2, 328/4, 329/4, 328/5, 330/5, 329/3 of Peringome Village & Panchayat, Thaliparamba Taluk, Kannur District, Kerala in area of 4.6057 hectares. The land use pattern of site is provided at Table No. 4 above.

DISTANCES FROM THE PERIPHERY OF THE PROJECT TO THE PERIPHERY OF THE FORESTS, NATIONAL PARK, WILD LIFE SANCTUARY, ECO SENSITIVE AREAS, WATER BODIES, NOTIFIED INDUSTRIAL AREAS, CRZ AREA ETC. Particulars Name & Distance to quarry site Ecological sensitive zone (National Park, Sanctuary, Habitat None within the study area for Migratory Birds, Tiger Reserve) Critically Polluted Area as identified by CPCB None within the study area Defense installations None within the study area Archeological Features None within the study area Nearest Forests None within the study area Nearest streams/ rivers/ water bodies Perumba Thodu, 2 km, S Perumba River, 12 km, SW Tejhasvini River, 10 km, N Notified Industrial Area None within the study area CRZ Area None within the study area

4.(v) EXISTING INFRASTRUCTURE The existing infrastructure around the project site includes tarred roads, electricity supply from Kerala Electricity Board, water supply from Kerala Water Authority / Panchayat supply, storm water drains along the roads.

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4.(vi) SOIL CLASSIFICATION Main rock type in the study area is charnockite granite. At places where they are exposed, the charnockite granite is medium to coarse grained with dark grey quartz.

4.(vii) CLIMATIC DATA ( From secondary sources) Based on the Climate Zone Map of India by Bureau of Energy Efficiency (BEE), Kannur district experiences good climate. Further, the climatological data was referred from the nearest IMD Station and from CGWB district information booklet. Kannur district receives a total annual rainfall of around 3438 mm. District experiences heavy rainfall during the South West monsoon season followed by North East monsoon. South West monsoon during June to September contributes 70 % of the total rainfall of the year. The northeast monsoon contributes only about 30%. The year to year variability of annual rainfall is around 28.2%. In general, the rainfall increases from the coast to the eastern hilly regions. Kannur district falls under wet type of climate based on Thornthwaite’s climatic classification. (Source: District Survey Report, Department of Mining & Geology, Govt. of Kerala)

4.(viii) SOCIAL INFRASTRUCTURE AVAILABLE Table 6 : Social Infrastructure Details S. No. Particulars Name, Distance & Direction from the quarry site 1. Land use Private own Land with rocky land 2. Nearest habitation About 101m towards North 3. Nearest Town Peringome about 6 km, NW 4. Width of access road to site 7m wide tarred road 5. Nearest Airport Mangalore International airport about 110 km, NW 6. Nearest Highway SH-59 (Malabar Hill Highway) about 10km, NE NH-47 at Pilathara about 17 km, SW 7. Nearest Railway Station Cheruvathur station about 22 km, W 8. Power supply The total power requirement will be 75 kW for compressors which will be operated by Diesel Engine. 9. Nearest Hospital / dispensary Peringome about 6 km, NW 10. Education facility Peringome about 6 km, NW 11. Police Station Peringome about 6 km, NW 12. Fire Station Peringome about 6 km, NW 13. Ambulance Peringome about 6 km, NW 14. Church / temple / mosque Church – Infant Mary, Olayambadi, 2km, NW Temple – Kadamkunu Karimanal, Olayambadi, 1.5 km, N Mosque – Pedena, 450m, E

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5.0 PLANNING BRIEF 5.(i) PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION ETC.) TOWN AND COUNTRY PLANNING / DEVELOPMENT AUTHORITY CLASSIFICATION. The mining will be done by open cast semi-mechanized method of mining. The bench height and width will be maintained 5 m. Excavated material is transported to the crusher unit available near the complex for further processing. The proposed mine will have capacity to produce 1,20,000 MTA of building stone. It will be used for construction of buildings & roads. Mineral will be transported by trucks / tippers to the end users. The production and development plan of the project is attached as Annexure No. 7. 5.(ii) POPULATION PROJECTION About 18 persons of employees proposed for the quarrying operation. Most of the person will be sourced from neighboring villages. Thus there will be no increase in population due to the project.

5.(iii) LAND USE PLANNING (BREAKUP ALONG WITH GREEN BELT ETC.) The land use plan including the breakup along with green belt development area is provided at Table No. 4 above. 5.(iv) ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND SOCIAL) The mine site has its own approach road and well connected to the nearest public road / highway, which will help in commutation of workers and transportation of minerals. As such there is no major infrastructure facilities planned in this project and does not call for importance. The main mining site and secondary access road will be kept in a sufficient condition to allow access. On the basis of the site visit, the infrastructure demand in the nearby villages will be assessed on the basis of need and priority. Job opportunities are limited and newer avenues of skill development for income generation are required.

5.(v) AMENITIES/ FACILITIES Following facilities are provided for the smooth working of the mine:-  Mine office / Site office  Magazine area for storage of explosive  Parking area for vehicles  Storm water collection pond  Canteen / Mess for workers  Accommodation for workers

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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 21

 First aid room  Store facility  Toilet facility  Drinking water facilities  Rest shelters: Rest shelter room is provided to take lunch and rest for the mine workers.

6.0 PROPOSED INFRASTRUCTURE 6.(i) INDUSTRIAL AREA (PROCESSING AREA) The project site area is not located in an industrial area. The project is a mining project and is site specific. 6.(ii) RESIDENTIAL AREA (NON PROCESSING AREA) As the local person will be given priority in employment, no permanent residential area / housing is proposed only labour sheds are provided within the complex. 6.(iii) GREEN BELT The year wise programme of eco-restoration for the life of mine will be made and about 4,600 trees will be planted in an area of 4.6007 ha.

6.(iv) SOCIAL INFRASTRUCTURE The Social Infrastructure facility available around the project site has been given in the above Table No. 6. 6.(v) CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD / RAIL / METRO / WATER WAYS ETC.) The site is very well connected by road network to the mine, district headquarter and to the nearest towns. The area is self sufficient to cater the needs of the project. 6.(vi) DRINKING WATER MANAGEMENT (SOURCE AND SUPPLY OF WATER) The water required for the project will be sourced from the storm water reservoir and from well. The drinking water to a tune of 1 KLD will be sourced from the open well which will be treated / disinfected before consumption.

6.(vii) SEWERAGE SYSTEM The sewage to a tune of 0.80 KL will be generated daily from the mine office will be diverted to the septic tank followed by soak pit.

6.(viii) INDUSTRIAL WASTE MANAGEMENT There will be no industrial waste generation due to proposed project. 6.(ix) SOLID WASTE MANAGEMENT (i) Topsoil Management A total quantity of 33,233 cu. m. of topsoil is proposed to be removed during the mining operations. The topsoil excavated from the quarry will be dumped / stacked separately at

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PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT APPLICANT : M/s SOUTHERN GRANITES 22

pre-determined place and subsequently will be utilized in spreading over reclaimed areas for plantation as part of eco-restoration. Precautions will be taken to limit the height of the topsoil dump / stacked to 5 to 6 meters in order to preserve its fertility and shelf life. It will be suitably protected from soil erosion and infertility by planting fodder grass and leguminous plants during temporary storage.

(ii) Overburden Management About 16,617 cu. m of overburden (OB) will be generated throughout the mine life. This waste will be utilized within the pit for lying of haul roads. At the end use, OB can be reutilized as soil base for plantation. 6.(x) POWER REQUIREMENT AND SUPPLY / SOURCE The total power requirement will be 75 kW for compressors which will be operated by Diesel Engine. The domestic supply will be met from the supply of Kerala State Electricity Board (KSEB).

7.0 REHABILITATION AND RESETTLEMENT (R & R PLAN) 7.(i) POLICY TO BE ADOPTED (CENTRAL/ STATE) IN RESPECT OF THE PROJECT AFFECTED PERSONS INCLUDING HOME OUSTEES, LAND OUSTEES AND LANDLESS LABOUR (A BRIEF OUTLINE TO BE GIVEN) The proposed site is private own land and hence there is no rehabilitation and resettlement. It is an existing quarry and there is no habitation in the lease area, therefore rehabilitation & resettlement plan is not required / applicable for this project.

8.0 PROJECT SCHEDULE AND COST ESTIMATES 8.(i) LIKELY DATE OF START OF PRODUCTION AND LIKELY DATE OF COMPLETION (TIME SCHEDULE FOR THE PROJECT WILL BE GIVEN). Table 7 : Expected Time Schedule for the Project S. No. Particulars Time Schedule (in month)* Remark If any 1st 2nd 3rd 4th 5th 1. Environmental Clearance 2. Consent To Establish Project Establishment Period 3. Consent To Operate Production Start Period *Time line may vary; subjected to rules & regulation / & other unforeseen circumstances

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8.(ii) ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY OF THE PROJECT The proposed project cost will be about Rs. 1.20 Crores. Table 8 : Estimated Project Cost and Economic Viability S. No. Particulars Details 1. Quarrying Cost Rs. 200 /- Per Ton 2. Transportation with Crushing cost Rs. 250/- Per Ton 3. Royalty & Other Expenses Rs. 100/- Per Ton 4. Total Cost of Production Rs. 550/- Per Ton 5. Selling Price Rs. 650/- Per Ton 6. Gross Profit Rs. 100/- Per Ton 7. Gross Profit / Annum ( 1,20,000 Tons x Rs. 100/- ) Rs. 1,20,00,000/- Per Annum

9.0 ANALYSIS OF PROPOSAL 9.(i) FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE BENEFITS TO THE LOCAL PEOPLE INCLUDING TRIBAL POPULATION, IF ANY, IN THE AREA.

No tribal population is residing in the study area. There will be social benefits from the mining operations. The core benefit of the proposed quarry project is the availability of Masonry building stone for construction industries.

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Annexure No. 2

SITE PHOTOGRAPHS SHOWING SITE OF M/s SOUTHERN GRANITES SITE PHOTOGRAPHS SHOWING SITE OF M/s SOUTHERN GRANITES Annexure No. 3 ROUTE MAP SHOWING SITE OF M/s SOUTHERN GRANITES Annexure No. 4 GOOGLE MAP SHOWING SITE OF M/s SOUTHERN GRANITES KEY MAP – QUARRY SITE OF M/s SOUTHERN GRANITES Annexure No. 5 TOPOGRAPHICAL CONTOUR PLAN- M/s SOUTHERN GRANITES, MADAKKAMPOYIL,PERINGOME N Annexure No. 6

W N E 9.9 12.9

14.1 12.8 17.2 3.4 7.4 54.6 12.6 S 33.6

12.7 39.4 10.5 14.8 33.3 7.6 5.8 6.9 6.7 328/2 28.1 15.2

14.110.9 16.1 10.9 10.8 13.129.7

70.9 11.6 98.5 55.0 31.9 15.9 69.4 74.7 54.8 81.6 23.6 70.1 7.5 43.3 24.4 68.3 328/4

6.4 21.1 54.3 21.5

37.3 19.7 24.6 6.4 36.7 31.7 10.6 29.2 330/5 8.5 25.0

25.9 39.4 327/3 2.2 24.7 27.5 24.3 22.6 328/5

60.0 37.8 81.6 8.5 329/3

21.6 54.5 35.9 61.5

20.5

72.7 51.9 15.1 4.2 75.0 53.3 50.5 57.2 44.4 BOUNDARY LATITUDE LONGITUDE 329/4 5.0 58.5 34.3 1 12 12' 20.39"N 75 20' 4.25"E 26.6 2 12 12' 19.18"N 75 20'7.04"E 65.0 3 12 12' 17.22"N 75 20' 8.74"E 65.0 89.7 38.1 26.6 12 12' 17.60"N 75 20' 9.40"E 35.8 34.9 4

93.7 5 12 12' 19.25"N 75 20' 9.45"E 6 12 12' 20.41"N 75 20' 12.73"E 7 51.0 12 12' 21.28"N 75 20' 14.21"E 8 12 12' 22.33"N 75 20' 14.14"E 40.0 9 12 12' 22.89"N 75 20' 15.18"E 52.0 19.1 10 12 12' 23.05"N 75 20' 14.12"E 19.6 74.8 11 12 12' 24.63"N 75 20' 12.25"E 12 12 12' 22.84"N 75 20'11.73"E 53.3 13 12 12' 22.77"N 75 20' 10.50"E 20.5 14 12 12' 25.38"N 75 20' 9.28"E 57.0 15 12 12' 25.67"N 75 20' 8.48"E 20.2 16 12 12' 23.19"N 75 20' 6.82"E 26.9 17 12 12' 24.14"N 75 20' 5.81"E 18 12 12' 22.93"N 75 20' 4.66"E 24.7

PROPOSED MINING AREA A.B DIGITAL SURVEY, PUTHUKKATTIL, OVERALL PLOT BOUNDARY PERINGOME,KANNUR DT PH:+919946098076, EMAIL [email protected] PIT BOUNDARY SCALE Annexure No. 7 PRODUCTION AND DEVELOPMENT PLAN & SECTIONS N 300 B'

33.3

28.1

16.1 A' 10.9 INDEX D' 11.6 98.5 70.9 LEASE BOUNDARY 69.4 74.7

81.6 C' 70.1 WITH FENCING 7.5 L 68.3

21.1 54.3 MINE SAFETY BARRIER 37.3 19.7 24.6 6.4 36.7

29.2 SECTION LINE N 200 8.5 25.0

25.9

27.5 130 CONTOUR LINE

60.0 105100

81.6 115110 120 GRANITE ROCK 125 130 54.5 140135 145 150 BOUNDARY PILLAR 72.7 A 51.9 75.0 N 100 53.3 RAIN WATER WAY 57.2

5.0 B L' PLANTATION

89.7 38.1 D 34.9

93.7 RECLAIMED AREA

C 40.0 52.0 GREEN BELT

N 00 YEARWISE WORKING E 00 E 100 E 200 E 300 E 400 SOIL 24.7

ROAD 160 160 160

150 150 150 140 140 140

130 130 130

120 120 120 110 110 110 Applicant :- M/s Southern Granites 100 100 100 Village :- Perengome 90 90 90 80 80 80 Taluk :- 70 70 70 District :- Kannur 60 60 60 State :- Kerala A B B' C C' 160 160 Lease Area :- 4.6057 ha.

150 150 (For EC)

140 140 130 130 MUKESH SUROLIYA, 120 120 M.Sc. Geology, 110 110 Recognition as Qualified Person (RQP), 100 100 (RQP No. -RQP/AJM/321/2010/A) 90 90 Indian Bureau of Mines & 80 80 Accredited Functional Area Expert (FAE), 70 70 Hydrology & Ground Water (HG) 60 60 and Geology (GEO) from National D L L' Accreditation Board for Education and Training (NABET), Quality Council of India (QCI) 60 70 80 90 100 110 120 130 140 150 160 60 70 80 90 100 110 120 130 140 150 160 D A N N 300 N N 100 N N 200 N N 00 E 00 E A

81.6

37.3 60.0 B 7.5 SCALE

36.7

75.075.0

72.772.7 PLANTATION MASSCOMPANSATORY FORAREA EMP E E 100 A'

C 70.9

60 70 80 90 100 110 120 130 140 150 160 69.4

93.793.793.7

89.789.7

B

28.128.1

33.3

10.910.9 90 100 130 140 60 70 80 110 120 150 160

40.0 52.0

5.0 B'

L

38.1 38.1

68.368.3

74.774.7

34.9 34.9 E E 200 D

57.2

29.229.2 24.6 C'

8.5 81.6

54.3 11.6

16.116.1

51.9

53.3

98.5

70.170.1 E E 300

L' 54.5

27.5 27.5 D'

25.0

19.7 19.7

25.9 B'

21.1 21.1

6.4 60 70 80 90 100 110 120 130 140 150 160 6.4 C E E 400 L' C' SECTIONS PLAN GEOLOGICAL CUM & SURFACE Quality Council of India (QCI) India of Council Quality (NABET), Training and (GEO) fromNational Geology and -RQP/AJM/321/2010/A) No. (RQP Accreditation Board for EducationAccreditation Board Water & (HG)Ground Hydrology Area ExpertFunctional (FAE), Accredited Minesof Bureau & Indian Qualified(RQP),Person as Recognition M.Sc. Geology, SUROLIYA, MUKESH State (For EC) (For Lease Area Lease :- District :- KannurDistrict :- Perengome Village Southern M/s :- GranitesApplicant

130 :- Kerala :- INDEX Annexure Annexure No. 8 :- 4.6057 4.6057 ha. :- ROAD PILLAR BOUNDARY WITH FENCING WITH LEASE BOUNDARY SOIL LINE SECTION CONTOUR LINE CONTOUR PITTING PIT GRANITE ROCK SAFETY BARRIER MINE