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Building Stone Quarry of Mr Abdu Rahman

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Building Stone Quarry of Mr Abdu Rahman Building Stone Quarry of Mr Abdu Rahman 14 Building Stone Quarry of Mr Abdu Rahman Chapter- I Introduction 1.1 Brief Foreword of Project proponent and Project Site Mr Abdu Rahman has applied for environmental clearance of operating Granite Building Stone over an extent of 1.4054Ha at Survey No.1006 in Painkulam Village, Thalappilly Taluk, Thrissur District, Kerala. Possession, Tax Paid certificates are enclosed as Annexure No’s. 2, 3 Mining Plan for Granite Building Stone quarry of Mr Abdu Rahman at Survey No 1006 in Painkulam village, Thalappilly Taluk, Thrissur District, Kerala for total mine lease area of 1.4054 Ha is approved by District Geologist, Department of Mining and Geology, Thrissur. This Granite Building Stone Quarry to submit application to statutory authorities like Department of Mining & Geology, DEIAA and to receive Environmental Clearance from DEIAA, Kerala. Attested Copy of Photo ID of the Authorized Signatory is enclosed as Annexure No-4. This feasibility report for Granite Building Stone Quarry over an extent of 1.4054 Ha at Survey No 1006 in Painkulam village, Thalappilly Taluk, Thrissur District, is prepared towards getting environmental clearance from DEIAA Kerala. 15 Building Stone Quarry of Mr Abdu Rahman Chapter- II 2.1 Project Description Project Proponent Mr. Abdu Rahman Mailing Address Nachu veettil Kanjhiramukku (po) Malappuram-679584 Sy.No’s 1006 Location Painkulam village Thalappilly Taluk Thrissur District Kerala State Quarry lease Area 1.4054 Ha Type of land Private Land 2.2 Salient features of the study area Latitude 10°44'17.78"N to 10°44'22.81"N Longitude 76°17'23.83"E to 76°17'28.55"E Nearest Railway Station Vallathol Nagar Railway Station - 3Km Nearest River Bharathapuzha-3km Highest 115m above MSL. Elevation in (MSL) Lowest 70m above MSL. Top most level 120m above MSL Working depth Bottom most level 60m above MSL 16 Building Stone Quarry of Mr Abdu Rahman The Google Map showing Location of the lease area is given below:- Table 1: Description of Each Pillar in the lease Area Pillar No Latitude Longitude BP 01 10°44'22.26"N 76°17'23.83"E BP 02 10°44'22.81"N 76°17'27.13"E BP 03 10°44'21.17"N 76°17'27.65"E BP 04 10°44'18.23"N 76°17'28.55"E BP 05 10°44'17.97"N 76°17'27.03"E BP 06 10°44'17.78"N 76°17'25.37"E BP 07 10°44'20.04"N 76°17'25.51"E BP 08 10°44'20.29"N 76°17'23.87"E 2.3 Land use plan of the project site Proposed quarry lease area is 1.4054Ha. Land use pattern of the lease area is shown on the surface plan (Plate No. 2). The present, plan period and conceptual land use pattern of the lease area is shown below Table No.2 – Land Use Pattern of the lease area S. Particular As on date Plan Conceptual No. Period period 1. Area under Quarry pit 0.0000 1.0101 1.0322 17 Building Stone Quarry of Mr Abdu Rahman 2. Green belt/Plantation 0.0000 0.3732 0.3732 3. Road 0.0000 0.0221 0.0000 4. Area for future use/ undisturbed 1.4054 0.0000 0.0000 Total area 1.4054Ha 1.4054Ha 1.4054Ha At the end of life of mine, the area under quarry pit will be 1.0322Ha, in which 0.8917will be reclaimed with stacked dumping and overburden and rehabilitated by plantation and the remaining part 0.1405Ha will be used as a water pond. The details of the post mine land use are given below: Table No-3 –Details of Post Mine Land Use pattern Sl. Extent in Post mining land use of Extent in Type of activities No Ha degraded land Ha. Water Pond 0.1405 1 Area under Quarry pit 1.0322 Backfilling and Reclamation 0.8917 Green belt / 2 0.3732 Green belt / Plantation 0.3732 Plantation 3 Road 0.00 0.00 Total 1.4054Ha Total 1.4054Ha 2.4 Employment Generation It is proposed to employ 10 people from nearby villages for the said quarry. This project will also create additional employment indirectly. 2.5Project Cost Total Project cost: Rs. 40,00,000/- 18 Building Stone Quarry of Mr Abdu Rahman Chapter- III 3.1 Process description The Quarrying operation is carried out in different stages. A flow chart depicting the operations is shown below: OPENCAST METHOD DRILLING & BLASTING 32 mm BLAST HOLE. Nitrate Mixture Explosive BENCH FORMATION 5.0 m HEIGHT & 5.0 WIDTH EXCAVATION BY EXCAVATORS LOADING BY EXCAVATORS / LOADERS TRANSPORTATION BY TRUCKS / TIPPERS DESPATCH TO CLIENT / CUSTOMER The quarry is proposed to work with conventional open cast with bench system method with mechanized mode of operation. Based on the mode and method, taking into the consideration of geological parameters of the charnockite body, the quarry pit will be so designed such that the height of the bench is kept about 5.00 m max. 3.2 REGIONAL GEOLOGY The district has in general an undulating topography with regional westerly slope .Thrissur district can be broadly in to four geological belts. 19 Building Stone Quarry of Mr Abdu Rahman *Charnockite belt which is wide spread and most prominent in the district * Gneissic belt represented by biotite gneiss,hornblende biotite gneiss and quartzo feldspathic gneiss *Granitic gneiss (PGC) restricted to the south eastern part *The quaternaries of the coastal tract. 3.2.1 LOCAL GEOLOGY The main rock type in the quarry site is charnockite, consisting of pyroxenes, feldspars, quartz and occasional biotite. Two sets of joints are seen traversing the rocks, often rendering the rock mass as elongated and isometric blocks of different shapes and sizes. As a result, the quarry products cannot be used as blocks of dimension stone. Thin veins of pegmatite are seen intruding the charnockite mass. The upper part of the rock is weathered, giving rise to a thin veneer of soil, thickness of which does not exceed 1.0 m within the quarry site. 3.2.2 GENERAL DESCRIPTION OF FORMATIONS The geological parameters / features of the ore body as obtained from the field mapping and exploration studies reveal the following: Length of the ore body : ranging from 39.5 to 146.7 (Avg-103.65) m Width of the ore body : ranging from 97.8 to 101.8 (Avg -99.8) m 3.3 METHOD OF ESTIMATION OF RESERVES The estimation of ore reserves is made by conventional parallel cross section method using geological cross section. The geological cross sections are prepared across the strike of the ore body. The area of individual litho units in each and every cross section is calculated separately. The volume between the cross section is arrived on the basis of the average area of production cross section and multiplying sectional interval. And tonnage is arrived at by multiplying by bulk density. Note : Following are the parameters considered for reserve estimation: (i) In the allotted area, the mineral is exposed from the lowermost level of 70m MSL to the top most part of the hill at 115m MSL. (ii) Bulk Density of Stone and associated minor minerals is taken as 2.5 Ton /M3. 20 Building Stone Quarry of Mr Abdu Rahman 3.4 RESERVES OF MINERALS Considering the above parameters and exposures observed in the existing pit in the allotted area, the surface geological plan and geological cross-sections & longitudinal section are prepared. Accordingly, the reserves for Stone and associated minor minerals have been estimated on cross- sectional area method. Geological Reserves: - Table 4- Section wise Geological Reserve Estimation Proved Reserves Section line Area of cross section (m2) Influence length (m) Vol. in m3 Total Tonne A-A' 6709 37 248233 620582.5 B-B' 3640 29.7 108108 270270 Total 890852.5MT Mineable Reserves: - To estimate the minable reserves, the reserves blocked under 7.5 statutory barriers and due to formation of systematic benches up to Ultimate Pit Limit have been considered. Table 5- Section wise Mineable Reserve Estimation Proved Reserves Section line Area of cross section (m2) Influence length (m) Vol. in m3 Total Tonne A-A' 4448 30 133440 333600 B-B' 1548 22.7 35139.6 87849 Total 421449MT Total Geological Reserve = 890852.5MT Total Mineable Reserve = 421449MT 21 Building Stone Quarry of Mr Abdu Rahman Table 6- Reserve Estimation Table RESERVE ESTIMATION MINEABLE RESERVES SECTION A-A' Bench Area Influence Density Tonne 115 11 30 2.5 825 110 118 30 2.5 8850 105 259 30 2.5 19425 100 295 30 2.5 22125 95 354 30 2.5 26550 90 397 30 2.5 29775 85 418 30 2.5 31350 80 512 30 2.5 38400 75 509 30 2.5 38175 70 545 30 2.5 40875 65 540 30 2.5 40500 60 490 30 2.5 36750 TOTAL 333600 MT RESERVE ESTIMATION MINEABLE RESERVES SECTION B-B' Bench Area Influence Density Tonne 105 16 22.7 2.5 908 100 54 22.7 2.5 3064.5 95 95 22.7 2.5 5391.25 90 136 22.7 2.5 7718 85 176 22.7 2.5 9988 80 219 22.7 2.5 12428.25 75 258 22.7 2.5 14641.5 70 248 22.7 2.5 14074 65 198 22.7 2.5 11236.5 60 148 22.7 2.5 8399 TOTAL 87849MT 22 Building Stone Quarry of Mr Abdu Rahman 3.3.2 SUMMARY OF GEOLOGICAL & MINEABLE RESERVES In this area the building stone exposures are bordering to the lease boundary.
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