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District - Bijapur (C.G.)

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District - Bijapur (C.G.) PREFEASIBILITY REPORT OF TIMED CLAY/MITTI QUARRY, AREA: 1.0 HA Prefeasibility Report of Clay/Mitti Quarry, Village - Timed, Area – 2.47 Acre (1.0 Ha), District - Bijapur (C.G.) PRE-FEASIBILITY REPORT 1. SUMMARY Project Clay/Mitti Quarry Name of Company / Mine M/s Vasishta Constructions Pvt. Ltd. Owner Location Village Timed Taluka Bhopalpatnam District Bijapur State Chattishgarh 1 Mining Lease Area & Type of Govt. waste land and area is 2.47 Acre land (1.0 Ha), non forest Govt. waste land. 2 Geographical co-ordinates Corner Latitude Longitude P1 18°49'52.97"N 80°21'57.19"E P2 18°49'52.97"N 80°22'0.54"E P3 18°49'49.72"N 80°22'0.59"E P4 18°49'49.72"N 80°21'57.19"E 3 Name of Indravati River at 900 meters due to West. Rivers/Nallahs/Tanks/ Chinta Vagu River at 1.0 km Due to Spring/Lakes etc South. 4 Name of Reserve Forest(s), There is no Reserve forest(s) / Wild life Wild life Sanctuary/ sanctuary / National park present in the National parks etc. project area. 1 | Page PREFEASIBILITY REPORT OF TIMED CLAY/MITTI QUARRY, AREA: 1.0 HA 5 Topography of the area The quarry lease area is a small gentle granitic terrain, gently sloping towards North – West direction. The study area consists of essentially flat land. The general slope of the area is towards North - West direction and drainage is controlled by a small gullies formed due to running rain water along the slope. Indravati River located at 900 meters due to West direction and Chinta Vagu River located at 1.00 km due to South direction from lease area. The highest R.L. of the quarry lease area is 103 and lowest R.L. is 101 meters above MSL. 6 Project Proposal Proposed average rate of production is about 6833.0 m3 per year. 7 Name of Mineral mined Clay/Mitti 8 Rate of Production (in cubic Based on 300 working days, production meter) per day is about 23 m3 9 Mineral Reserve in cubic The estimated geological reserve in the meter area is 20000.0 m3. Mineable reserve is 13666.34 m3 10 Life of mine About 2 years 11 Drilling/ Blasting Drilling will not be required. 12 Mining method Opencast, semi mechanized method. 13 Ground water table No ground water pollution will be there as intersection the rock or waste/soil dump of this deposit does not contain any harmful ingredients, which could leach down to the water table that is much below the lowest quarrying bench level. 14 Drainage pattern/ water Drainage is controlled by small gullies courses formed due to running rain water along the slope, these gullies area joining the seasonal nala of the area. 2 | Page PREFEASIBILITY REPORT OF TIMED CLAY/MITTI QUARRY, AREA: 1.0 HA 15 Break-up of Land Utilization Total area is 1.0 Ha. Pattern This Govt. Waste land. Area under excavation is – 0.72 ha 16 Water requirement & Source As much as about 2500 liters water will be required for quarrying operations including dust suppression along haul road / mine faces, cleaning, washing, drinking as well as plantation. Domestic – 1000 Liters Plantation – 500 Liters Sprinkling – 1000 Liters during dry seasons. 17 Solid waste/Tailings Only about 5% waste materials will be generated. This material is nothing but crushed and broken pieces of Clay/Mitti. 18 Mining Plan Approval : Date Øekad [kfut nUrsokM+k fnukad 905/कले॰/ / 2018, 01/02/2018 19 Cost of project The project is existing one therefore don’t (Rs. Lakhs] require any investment. 20 Any Other (specify) Not applicable Name and address of the Timed Clay/Mitti Quarry, Village- Timed, company Tahsil - Bhopalpatnam, District: Bijapur, Chhattisgarh - 494444 Main office M/s Vasishta Constructions Pvt. Ltd. BRO, Camp Asaralli, Tehsil – Tehsil – Sironcha, Distric- Gadchiroli, Maharashtra Email [email protected] Prospecting Agency Prospecting is not required as the area is less than 5 ha. Type of Activity Opencast semi mechanized quarry Utilities (Power, water No water required, no power required for Requirement) quarry activity Manpower Requirement Unskilled workmen (labours 10), Supervisory 4, Approximately the manpower requirement envisaged will be 15. 3 | Page PREFEASIBILITY REPORT OF TIMED CLAY/MITTI QUARRY, AREA: 1.0 HA 2. INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION (i) Identification of Project and Project Proponent. Name of the Project: Timed Clay/Mitti Quarry, Village- Timed, Tehsil- Bhopalpatnam, District – Bijapur, Chhattisgarh. Project Proponent Proponent of the project is M/s Vasishta Constructions Pvt. Ltd., Niwasi – BRO, Camp Asaralli,, Tehsil - Sironcha, District – Gadchiroli, Maharashtra. (ii) Brief Description of Nature of the Project. The proposed project is an opencast Clay/Mitti (minor project) and is classified as “Category- B2” by Ministry of Environment, Forest and Climate Change, New Delhi. (iii) Need for the Project and its importance to the country and or region, Clay/Mitti is naturally hard and compact so it is good forroad material and filling purpose. As Clay/Mitti is found in the area, there is great scope of Clay/Mitti for use as road material and filling purpose. No specification is required for Clay/Mitti as it is used in road constructions and filling purpose. As per physical property of Clay/Mitti is loose, reddish in color, suitable for road material and filling purpose. (iv) Demand Supply Gap As Clay/Mitti is found in the area, there is great scope of Clay/Mitti for use as road material and filling purpose. No specification is required for Clay/Mitti as it is used in road constructions and filling purpose. As per physical property of Clay/Mitti is loose, reddish in color, suitable for road material and filling purpose. (v) Demand Supply Analysis In order to have the great demand for Clay/Mitti the supply is limited. To fulfill the demand of market the mined out Clay/Mitti will be supplied in the market. 4 | Page PREFEASIBILITY REPORT OF TIMED CLAY/MITTI QUARRY, AREA: 1.0 HA (vi) Employment Generation (Direct and Indirect) Due to the Project. Unskilled labours 10 labors are employed for loading the mined out Clay/Mitti on trucks etc and skilled labors 4, for supervision purpose; maintain the record of production and shipment etc. 3. PROJECT DESCRIPTION 3.1 TOPOGRAPHY The lease area is located at Village - Timed, Tehsil – Bhopalpatnam, District- Bijapur, Chhattisgarh. It is included in survey of India Toposheet no 65 E/5 and bounded by Latitude 18°49'49.72"N to 18°49'52.97"N & Longitude 80°21'57.19"E to 80°22'0.59"E. The quarry lease area is a small gentle granitic terrain, gently sloping towards North -Westdirection.The study area consists of essentially flat land. The general slope of the area is towardsNorth - West direction and drainage is controlled by a small gullies formed due to running rain water along the slope. Indravati River located at 900 meters due to West direction and Chinta Vagu River located at 1.00 km due to South direction from lease area. The highest R.L. of the quarry lease area is 103 and lowest R.L. is 101 meters above MSL. The main sources of drinking water is dug wells and bore wells. The ground water table is about 30 meters below the general ground level. The lease area is barren Government land. The surrounding agricultural land belongs to the private individuals of the Timed and nearby villages. The agricultural land of the surrounding grow paddy, gram, local crops and vegetable etc. depending on rain water only. Mango, Mahua, Teak, Pipal, Bija and Bargad etc. trees are seen extensively in the surrounding area. The climatic condition of the area is moderate in nature. Summer season is intensively hot, where the mercury touches 42° C. The winter season is quite pleasant and during the month of December January the minimum temperature 7 - 8° C. The monsoon lasts for 4 months from June to September with an average annual rain fall of 5 | Page PREFEASIBILITY REPORT OF TIMED CLAY/MITTI QUARRY, AREA: 1.0 HA 1100 to 1150 mm. Prevailing wind direction is SE-NW (October to February) to NE-SW March to September. 3.2 REGIONAL GEOLOGY The project area falls in small Proterizoic Basin which is equivalent to Cuddapah Supergroup. The major rock formation in the area is Cuddapah consisting of Quartzitee, Shale and Limestone. Quartzite is fine to medium grain rock with rounded grain of quartz in ferruginous matrix. The dip range from 20° to 25° in South West and West direction. The rock are highly jointed and locally folded. The quartzite are underlained by Shale later being ferruginous. At South of Indravati the rocks met with the Limestone which are grey in colour and with prominent vein of calcite. Soil are formed as result of disintegration of local rocks. The soil formed are generally deep, loamy and well dry. Alluvial deposit are fairly and black clay soil which are the capable of retaining moisture for long periods. The alluvial soil is usually met with at the foot hills along Nallah banks. The soil are silty in texture and reddish in color. The intensity of the hue is directly correlated with the degree of hydration which in turn is depend on drainage pattern. Accordingly the soil color range from brown, yellow, grey to dark grey. Soil derives from shales are uniform and fine texture. 3.3 PROJECT GEOLOGY The Clay/Mitti found in the area is mainly Clay/Mitti, Shale and Sandstone. The Clay/Mitti in the area is reddish grey in color, Presence of cavities seen in the Clay/Mitti filled with soil.
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