APPLICATION FOR ENVIRONMENTAL CLEARANCE FOR GRANITE BUILDING STONE QUARRY PROJECT (As per EIA Notification 2006 and amendments thereof) Form-IM, PFR & EMP
Proponent/Applicant SRI. T. N. SOMAN Thekkedath House, Vayattuparamba P. O., Kannur District – 670 602 Contact No. 9447 519 602 / 9496 479 602 [email protected]
Site at Survey No. : 292/1A Vellad Village, Taliparamba Taluk Kannur District, Kerala Quarry Area: 0.5607 Ha Non Forest - Private Land
Prepared by NAZAR AHAMED K.V. Karuveetil House, Veliancode P.O., Malappuram 679 599, Kerala Phone : +91 9447177533 Email : [email protected] DMG/KERALA/RQP/7/2016
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TABLE OF CONTENTS
Sl. No. DESCRIPTION Page No.
I FORM – IM 4-7
II CHECKLIST FOR MINING PROJECTS 8-19
III QUESTIONNAIRE FOR MINING PROJECTS 20-22
IV PRE-FEASIBILITY REPORT 1. Executive Summary 24
2. Introduction of the Project 26
3. Project Description 29
4. Site Analysis 34
5. Planning Brief 36
6. Proposed Infrastructures 37 7. Rehabilitation & Resettlement (R & R) Plan 39
8. Project Schedule & Cost Estimates 40
9. Analysis of the Proposal (Final Recommentation) 40
V ENVIRONMENTAL MANAGEMENT PLAN & CSR
1. Introduction of the Project/Proponent 43
2. Details of the Project 43 3. Baseline Environment 47
4. Environmental Management Plan Proposed 50
5. Safety in Blasting 55
6. Mine Closure Plan 56
7. Risk Assessment 58
8. Disaster Management Plan 59 9. Occupational Health & Safety 60
10. Environmental Monitoring Program 61
11. Social (Corporate) Responsibilty 64
12. Conslusion 65
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Sl. No. DESCRIPTION Page No.
ANNEXURE
1. Letter of Intent copy 67
2. 500 m Radius Certificate (other quarry details) 68
3. Mining Plan Approval Letter 69
4. Land Tax Copy 70
5. Possession Certificate 71
6. Village Affidavit 72
7. RQP Certificate copy 73
8. Photo ID Proof of Applicant 74
9. Kannur District Survey Report 75
REFERENCE (Following are attached in Mining Plan file)
1. Land Documents (Title Deed) Copy- Annexure 2 Pa ges 39-40
4. Photos of quarry - Annexure 3 Page 41
5. Monitoring Reports - Annexure 6-8 Pages 45-47
6. Flora and Fauna Report- Annexure 9 Pages 48-60
7. NABL Certificate – Annexure 10 page 61
8. Survey Sketch approved by village officer- Plate 2 Pages 64
9. Drawings/Plates- Plates pages 63-74
3 FORM 1 M
Basic Information Sl No Item Details Sri. T. N. Soman Thekkedath House, Vayattuparama P.O. Name and Address of the Proponent Kannur District, Kerala – 670602, 9447 519 602 / 9496 479 602 [email protected] Survey No. 292/1A Vellad Village Taliparamba Taluk Location & other details Kannur District Kerala State 0.5607 Hectares Local body Name (Panchayath/ Naduvil Grama Panchayath Municipality/Corporation etc) Nearest Railway Station/Airport along Kannapuram station 25 km with distance in kms. Nearest Town, City, District Taliparamba Town is 21.5 km Headquarters along with distance. Kannur Headquarters is 42.5 km Status of the Applicant/Lessee Propreitor /Single Propreitor Firm
Toposheet No. 48P/8NW
12°08'52.90"-12°08'55.33"N GPS coordinates 75°28'18.21"-75°28'21.06"E New/Expansion/Modernization New
Existing Capacity/Area etc. New project Proposed
Size of the Mining/Quarry area 0.5607 Ha
Production Capacity of Mine/Quarry 8,000 TPA
Period of Mining Lease 5 years
Expected cost of the Project Rs. 5 lakhs
Category of project B2 since less than 5Ha
Form IM Page -4 Environmental Sensitivity: Sl. No. Areas Distance in kilometers (Aerial)/ details 1 Distance of project site from nearest rail Nearest bridge at 2.42 km NW on or road bridge over the concerned River, Taliparamba – Coorg Road on Rivulet, Nallah etc. Kuppam River
2 Distance from infrastructural facilities Railway line Southern Railway Line - 25 km W National Highway NH17 Edappally Panwel Road-17.50 km WS State Highway SH59(Malabar Hill Highway) Road - 3.3 km W Major District Road Anakuzhi Thermala Road, 0.3 Km N Any Other Road Karuvanchal-Naduvil Road, .3 KmNS Electric transmission line pole or No Major electric line in 300m tower Canal or check dam or reservoirs or Nothing in 500m radius lake or ponds In-take for drinking water pump Nothing in 500m radius house Intake for Irrigation canal pumps Nothing in 500m radius
3 Areas protected under international Western Ghat Boundary: 10.5 km E conventions, national or local legislation for their ecological, landscape, cultural or other related value
4 Areas which are important or sensitive Arabian Sea: 30.4 Km W for ecological reasons - Wetlands, Kuppam River: 4.1 km W watercourses or other water bodies, Palakkayam Thattu Hill: 5 km ES coastal zone, biospheres, mountains, Pazhassi Dam : 24Km SE forests
5 Areas used by protected, important or Brahmagiri Wildlife Sanctuary : 17 sensitive species of flora or fauna for km E breeding, nesting, foraging, resting, over Aralam Wildlife Sanctuary 43 km SE wintering, migration Nagarahole National Park 72 Km, ES
Form IM Page -5 Sl. No. Areas Distance in kilometers (Aerial)/ details 6 Inland, coastal, marine or underground Arabian Sea: 30.4 Km W waters 7 State, National boundaries Karnataka state boundary: 10.2 Km E 8 Routes or facilities used by the public for SH59(Malabar Hill Highway) Road - access to recreation or other tourist, 3.3 km W pilgrim areas Anakuzhi Thermala Road, 0.3 Km N
9 Defense installations None within 10 km radius area
10 Densely populated or built-up area, Nearest house is about 100 m away. distance from nearest human habitation Nearest major habitation (town) is Vayattuparamba – 1 km WN
11 Areas occupied by sensitive man-made St. Joseph Hospital at Karuvanchal – land uses (hospitals, schools, places of 4.25 km worship, community facilities) GHS School at Karuvanchal- 2.08 km St. Alphonso Church, Thermala – 1.5 km
12 Areas containing important, high quality The applied area consists of good or scarce resources (ground water reserves of granite building stone. resources, surface resources, forestry, There are no scarce resources such agriculture, fisheries, tourism, minerals) as water resource, forest, fishery or tourism spot in the applied mining area or in the vicinity of the project site. 13 Areas already subjected to pollution or There is no such area within 5 km environmental damage. (those where radius of the project site. existing legal environmental standards are exceeded) 14 Areas susceptible to natural hazard The applied area falls in Seismic which could cause the project to present Zone III, which is moderate risk environmental problems (earthquakes, area. Systematic mining will be subsidence, landslides, erosion, flooding carried out in the applied mining or extreme or adverse climatic area. conditions)
Form IM Page -6 Sl. No. Areas Distance in kilometers (Aerial)/ details 15 Is proposed mining site located over or No. The applied mining area is in a near fissure / fracture for ground water slope of a hilly terrain. recharge 16 Whether the proposal involves approval or clearance under the following Regulations or Acts, namely:- (a) The Forest (Conservation) Act, 1980; No, no forest in 100m radius (b) The Wildlife (Protection) Act, 1972; No, nothing in 5 km radius (c) The Coastal Regulation Zone The area does not fall under CRZ. Notification, 2011. If yes, details of the same and their status to be given. 17 Forest land involved (hectares) Nil. It is non forest private land. 18 Whether there is any litigation pending against the project and/or land in which the project is propose to be set up? (a) Name of the Court None. (b) Case No. (c) Orders or directions of the Court, if any, and its relevance with the proposed project.
Form IM Page -7 CHECKLIST FOR MINING PROJECTS Page Sl.No. ITEM DESCRIPTION No. “B2” Category [Sr. No. 1(a)(i) of EIA 1. Category / Sub Category & Schedule Notification 2006 amendment dated 15.01.2016] Form IM Attached
Questionnaire for Mining Projects Attached 2. Pre-Feasibility report Attached
Environmental Management Plan Attached Whether the project site falls within No, The project site does not falls 3. ESZ-1 of WGEEP report or ESA of within ESZ-1 of WGEEP report or HLWG ESA of HLWG Copy of last sale/title deed attached in Mining Plan as annexure-2 pages 39-41 , land tax receipt(s), 4. Proof of ownership of land possession certificate(s) & village 70-72 affidavit for all survey numbers mentioned in the proposal are attached as annexure 4-6
5. Proof of authorized signatory Single owner Proprietary firm
Cadastral map duly signed by Village 6. N. A. officer Recent Photographs of the project Attached in Mining Plan as 7. site annexure-3 page 41 Area survey plan approved by Village Attached in Mining plan as Plate 2 8. officer page 64. Panoramic view of the site / Google In PFR 30 image with date 9. 12°08'52.90"-12°08'55.33"N GPS readings of WGS 84 datum 75°28'18.21"-75°28'21.06"E Also Refer PFR 29 Distance of the mining area from the 10. House about 100 m away nearest human settlement
Checklist Page -8 Page Sl.No. ITEM DESCRIPTION No.
Dry land in applicant’s possession. Copies of Possession certificate(s), Right & Nature of land (as per Land tax receipt(s), & village 11. 70-72 records) affidavit for all survey numbers mentioned in the proposal are attached as annexure 4 - 6
Non-forest private land, Copy of Is the property forest land / govt. 12. village affidavit attached as 72 land / own land annexure 6. 13. Extent of land in hectares 0.5607 Hectares
14. Proposed production capacity 12,000 TPA
15. Expected life of mine (years) 19.15 years / Appying for 5 years
16. Ultimate depth of mining (in MSL) 85 m MSL
Quantity of topsoil estimated to be 17. 595 MT removed Semi machanised, Conventional 18. Method of Mining open cast mining method
19. Underground mining if any proposed Not Applicable
Analysis reports from accredited Attached in Mining Plan as 20. laboratories (original) Annexure No. 6-8 pages 45 to 47 Attested copy of accreditation Attached in Mining Plan as 21. certificate of laboratory conducting Annexure No. 10 pages 61 Environmental Analysis 22. Waste management proposals Addressed in the PFR/EMP 33
23. Mined area management Addressed in the EMP/EMP 54 Proposals for Corporate Social Responsibility (Amount, activities 24. Addressed in PFR/EMP 64 and duration with specific details)
Total cost of the project with details 25. Rs 5 lakhs , Addressed in PFR/EMP 40 of insurance, funding etc.
Checklist Page -9 Page Sl.No. ITEM DESCRIPTION No. Sri. T. N. Soman Thekkedath House, Details of Authorized Signatory Vayattuparama P.O. 26. (Name, Postal Address, Pin code, Kannur District, Kerala – 670602, Telephone No., Fax No., Email ID) 9447 519 602 / 9496 479 602 [email protected] Survey No. 292/1A Vellad Village Taliparamba Taluk 27. Details of the site Kannur District Kerala State 0.5607 Hectares Not Applicable. The application is prepared as per the provisions of Details of NABET approved EIA EIA Notification amendment dated 28. consultant organization 15.01.2016 by RQP. RQP certificate is enclosed as Annexure 5
ACTIVITY CHECK LIST 1. Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.) Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/rates, wherever possible) with source of information data 1.1 Permanent or temporary change in Yes As per revenue record the land is private land use, land cover or topography dry land. The highest elevation is 120m msl including increase in intensity of and lowest is 110m msl. Mined out area will land use (with respect to local land reclaimed. use plan) 1.2 Clearance of existing land, Yes Some local trees, plants & shrubs have to be vegetation and building? cleared & removed. 1.3 Creation of new land uses Yes The uppert part of mined out area will be reclaimed and used for plantation, lower part will be used as water reservoir, following the mine closure guidelines.
Checklist Page -10 Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/rates, wherever possible) with source of information data 1.4 Pre-construction investigations e.g. No bore houses, soil testing? 1.5 Construction Works? No 1.6 Demolition Works? No 1.7 Temporary sites used for No construction works or housing of construction workers? 1.8 Above ground buildings, structures No Since it is a mining work, excavation will be or earthworks including linear performed to extract the rock. No buildings structures, cut and fill or are envisaged. excavations. 1.9 Underground works including No Not applicable mining or tunneling? 1.10 Reclamation works? Yes At the end of life of mine, Upper part of the minedout area will reclaimed and used for plantation and lower part will be used water storage (Rain water harvesting). 1.11 Dredging? No Not applicable 1.12 Offshore structures? No Not applicable 1.13 Production and manufacturing No The mining will be carried out by Process? conventional semi mechanised open cast method of mining. Drilling will done using compressor operated drills and controlled blasting operation using licensed explosive. The bench height and width will be 5.0 m and 5.0 m respectively. Loosen material will be excavated and sized manually and the material will be loaded to the Tippers/Trucks manually. Excavated material shall be transported to the consuming centers using Tippers/Trucks . 1.14 Facilities for storage of goods or Yes There will be facility for storage of materials? explosives and other comsumables. The ROM from quarry will be transported directly to the cosuming centers.
Checklist Page -11 Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/rates, wherever possible) with source of information data 1.15 Facilities for treatment or disposal Yes There will not be any wasted generated of solid waste or liquid effluents? during the mining operations. Only some topsoil & Overburden will be generated and this will be used for plantation & reclamation purposes and also for internal road formations. The domestic effluent will be generated and the same will be treated through septic tank and soak pit design. 1.16 Facilities for long term housing of No Since the workers will be hired from nearby operational workers? areas, no housing facilities required. 1.17 New road, rail or sea traffic during No construction of operation? 1.18 New road, rail, air waterborne or No other transport infrastructure including new or altered routes and stations, ports, airports etc.? 1.19 Closure or diversion of existing No transport routes or infrastructure leading to changes in traffic movements? 1.20 New or diverted transmission lines No or pipelines? 1.21 Impoundment, damming, culverting, realignment or other changes to the No hydrology of watercourses or aquifers? 1.22 Stream crossings? No
1.23 Abstraction or transfers of water No from ground or surface waters? 1.24 Changes in water bodies or the land No No water bodies in the proposed area. A surface affecting drainage or run-off small change in the land surfaces due to mining will not affect the sorrounding surface drainage.
Checklist Page -12 Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/rates, wherever possible) with source of information data 1.25 Transport of personnel or materials Yes Transport of materials will done using for construction, operation or tippers and trucks through existing road. decommissioning? The employees/staff will be provided transportion facilities. 1.26 Long-term dismantling or No decommissioning or restoration works? 1.27 Ongoing activity during No decommissioning which could have an impact on the environment? 1.28 Influx of people to an area in either No temporarily or permanently? 1.29 Introduction of alien species? No 1.30 Loss of native species or genetic No diversity? 1.31 Any other actions? No Not applicable
2. Use of Natural resources for construction or operation of Project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply). Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/ rates, wherever possible) with source of information data 2.1 Land especially undeveloped or Yes The proposed project is not suitable for agricultural land (Ha) vegetation, the area is an outcrop of Charnockite (commercially known as Granite) rock. 2.2 Water (expected source & Yes Total about 1.555 KDL of water will be competing users) unit KLD used in this proposed project. The main source of water is ground water and rain water harvesting in nearby abondoned pit. Drinking water : 0.8 KDL Greenbelt Development- 0.255 KLD Dust Suppression-0.5 KLD
Checklist Page -13 Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/ rates, wherever possible) with source of information data 2.3 Minerals (MT) No No materials used for contruction or operation of the project. 2.4 Construction material – stone, No Not required aggregates, and/soil (expected source-MT) 2.5 Forests and timber (source-MT) No Not applicable 2.6 Energy including electricity and Yes For mining operation, diesel driven fuels (source, competing users) machineries & equipements will be used. Unit: fuel (MT), energy (MW) The required fuel will be purchsed from nearby fuel pumps. 2.7 Any other natural resources (use No Not applicable appropriate standard units)
3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/ rates, wherever possible) with source of information data 3.1 Use of substances or materials, Yes Explosives will be procured, stored, which are hazardous (as per transported, handled and used in MSIHC rules) to human health or accordance with Indian Explosive Act 1884, the environment (flora, fauna, and MSIHC rules 1989, Mines Act 1952 and water supplies) regulations there under. 3.2 Changes in occurrence of disease No Not applicable or affect disease vectors (e.g. insect or water borne diseases) 3.3 Affect the welfare of people e.g. by Yes To a small extent due to the new changing living conditions? employment and associated business oportunities. And the social activities will welfare the local people. 3.4 Vulnerable groups of people who No could be affected by the project e.g. hospital patients, children, the elderly etc., 3.5 Any other causes No Not envisaged from the project.
Checklist Page -14
4. Production of solid wastes during construction or operation or decommissioning (MT/month) Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/ rates, wherever possible) with source of information data 4.1 Spoil, overburden or mine wastes Yes No signiticant waste generated from this mining activity. Only some topsoil & overburned will be recovered and it will be used for reclamtion & plantation purposes, laying Haul Roads. 4.2 Municipal waste (domestic and or No commercial wastes) 4.3 Hazardous wastes (as per No hazardous waste management rules) 4.4 Other industrial process wastes No 4.5 Surplus product No 4.6 Sewage sludge or other sludge No from effluent treatment 4.7 Construction or demolition wastes No 4.8 Redundant machinery or No equipment 4.9 Contaminated soils or other No materials 4.10 Agricultural wastes No 4.11 Other solid wastes No
5. Release of pollutants or any hazardous, toxic or noxious substances to air (kg/hr) Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/ rates, wherever possible) with source of information data 5.1 Emissions from combustion of Yes Emissions from deisel operated fossil fuels from stationary or vehicles, machineries & equipements. mobile sources Proper maintenance will be done to minimize the emissions. 5.2 Emission from production Yes Dust is the main pollutant due to
Checklist Page -15 Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/ rates, wherever possible) with source of information data processes mining activity. It will be generated in drilling, blasting and vehicle movement; To controll Dust the following measures will be adopted. 1. Green belt development on all boundaries. 2. Water sprinkling on haul roads. 3. Avoid speeding & Overloading of vehicles. 4. Wet drilling & Covering vehicle with Tarpaulin sheets.
5.3 Emissions from materials handling Yes There will be a fugitive emission including storage or transport generated during material handling, transportation, loading and unloading etc. Regular water sprinkling of the haul road will suppress the dust and prevent from getting air-borne.
5.4 Emissions from construction No Not applicable activities including plant and equipment
5.5 Dust or odours from handling of No materials including construction materials, sewage and waste
5.6 Emissions from incineration of No waste
5.7 Emissions from burning of waste in No open air (e.g. slash materials, construction debris)
5.8 Emissions from any other sources No
Checklist Page -16
6. Generation of Noise and vibration, and emissions of Light and heat Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/ rates, wherever possible) with source of information data 6.1 From operation of equipment Yes The noise generating equipments & e.g. engines, ventilation plant, vehicles in the quarry area are crushers Compressor, Drilling Machine and Trucks/tippers. Effective maintenance of machineries and vehicles at regular and frequent intervals. Plantation of green belt around the haul roads and lease periphery. PPE’s will be provided. 6.2 From industrial or similar No processes 6.3 From construction or No demolition 6.4 From blasting or piling Yes Blasting do generate noise and vibration. Required precautions will be taken to maintain the noise levels to maintain within the acceptable norms. 6.5 From construction or Yes Noise do generate due to movement of operational traffic loaded and unloaded trucks of tippers. Production from this quarry is only about 1000 tons/months, so there will not be any traffic congestion to the local public. 6.6 From lighting or cooling No systems 6.7 From any other sources No
7. Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal wasters or the sea Sr. Information/Checklist Confirmation Yes/ Details thereof (with approximate No. No quantities/ rates, wherever possible) with source of information data 7.1 From handling, storage, use or spillage No
Checklist Page -17 Sr. Information/Checklist Confirmation Yes/ Details thereof (with approximate No. No quantities/ rates, wherever possible) with source of information data of hazardous materials 7.2 From discharge of sewage or other No effluents to water or the land (expected mode and place of discharge)
7.3 By deposition of pollutants emitted to No air into the land or into water 7.4 From any other sources No
7.5 Is there a risk of long term build up of No pollutants in the environment from these sources?
8. Risk of accidents during construction or operation of the project, which could affect human health or the environment Sr. Information/Checklist Confirmation Yes Details thereof (with approximate No. /No quantities/ rates, wherever possible) with source of information data 8.1 From explosions, spillages, fires etc No Operations are strictly as per from storage, handling, use or DGMS guidelines for safety of the production of hazardous substances mine workers, as per the Mines act 1952. Storage & using explosives as per the guideline by DGMS Indian explosives act 1884, MSIHC Rules 1989.
8.2 From any other causes No Not applicable
8.3 Could the project be affected by natural No Not applicable disasters causing environmental damage (e.g. floods, earthquakes, landslides, could burst etc)?
Checklist Page -18
9. Factors which should be considered (such as consequential development) which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality. Sr. Information/Checklist Confirmation Yes Details thereof (with No. /No approximate quantities/ rates, wherever possible) with source of information data 9.1 Lead to development of supporting, Yes The project will generate utilities, ancillary development or direct/ indirect employment to development stimulated by the project the local people. Also associated which could have impact on the new business/service environment e.g.: oportunities for the local people. Supporting infrastructure (roads, Due to the quarry project, many power supply, waste or waste water local ancillary/ supporting treatment, etc) Housing development facilities/ infrastructure will Extractive industries Supply industries improve, eventually leading to the Other overall development of the area.
9.2 Lead to after use of the site, which Yes Upper part of the minedout area could have an impact on the will be reclaimed and used for environment plantation purpose and bottom part will be used as water reservoir cum recharging pit.
9.3 Set a precedent for later developments No Not applicable
9.4 Have cumulative effects due to Yes Similar types of projects are being proximity to other existing or planned operated in the vicinity of the projects with similar effects project which will lead to cumulative improvement of region.
Checklist Page -19 QUESTIONNAIRE FOR MINING PROJECTS
Sl. No Question Reply 1 About the Proposal Sri. T. N. Soman Thekkedath House, Vayattuparama P.O. a Name and Address of Proponent Kannur District, Kerala – 670602, 9447 519 602 / 9496 479 602 [email protected] Survey No. 292/1A Vellad Village Taliparamba Taluk b Location and specifications Kannur District Kerala State 0.5607 Hectares Social infrastructure around the project site (School, hospital, c Addressed in page 38 of PFR residences, police station, fire station, ambulance etc) Distance from the site to the nearest (i) water bodies (ii) religious places like church, temple mosque etc d (iii) Sensitive ecosystems like Addressed in Form1M wildlife sanctuaries, Reserve forests, Biospheres, human inhabitation (iv) Any electrical installations /microwave stations/defense establishments etc. e Storage/ safety of explosives Addressed in PFR/EMP page 58 f Fire and safety precautions Addressed in PFR/EMP page 59-60 g First aid Addressed in PFR/EMP page 61 No. of laborers to be employed at a h Addressed in PFR page 28 time and their safety Access road to the site There is access road to the mining area, i as shown in the Location Map.
Questionnaire Page -20 Sl. No Question Reply 2 About the mining area Addressed in PFR page 30-31 & in a Total reserves Mining plan - pages 11 Attached in Mining plan as Plate 3 page b Contour map 65. Sectional map showing Attached in Mining plan as Plate 5 page c overburdens (average) 67. Geology of the area (secondary Addressed in PFR/EMP page 44 & in d data) Mining plan - pages 9 & 10 Hydrology indicating water bodies e and ground water conditions Addressed in PFR/EMP page 48 (secondary data) 500 m radius map showing the Attached in Mining plan as Plate 12 f infrastructure page 74. Addressed in PFR/EMP page 49-51 & g Land use patterns 53-54 Baseline data of the environmental Attached in Mining plan as annexure h quality parameters 6,7 & 8 pages 45, 46 & 47. No endemic and endangered species of the flora and fauna were observed in Biodiversity of the area specifying i the mining area and study area. Report endemic and endangered species attached Mining plan as annexure 9 page 48-60. 3 About the mining activities: Drawings indicating different Surface plan attached in Mining plan as a facilities including Reduced Level Plate 3 & 4 page 65 & 66. Details of method of working with Addressed in Mining plan Chapter 3 b phasing of activities, height pages 9-11. and width of benches Details of drilling, blasting, Addressed in Mining plan Chapter 4 & c explosives 5- page 11-20. Material produced from the quarry will be transported to the nearby consuming centers by tippers/trucks Transportation of material with d covered with tarpaulin. Route map route showing the details of roads for transportation is attached in Mining Plan as Plate No. 1 page 63
Questionnaire Page -21 Sl. No Question Reply Details of Over Burden (OB) e Addressed in PFR/EMP page 55 removal and stacking f Plan for managing storm water Addressed in PFR/EMP page 52 & 53 Plan for power supply, water g Addressed in PFR/EMP page 46 supply Plan for labour safety in the h Addressed in PFR/EMP page 59 & 61 mining area Plan for managing dust, noise, silt i Addressed in PFR/EMP page 50-55 and other pollutants 4 About the post mine plans a Plan for green belt and fencing Addressed in PFR/EMP page 54 Periodic monitoring of Addressed in PFR/EMP page 55, 62 to b environmental quality 64 and management Mine closure plan- demolition of structure, removal of deleterious c Addressed in PFR/EMP page 56 & 57 material and restoration of land for sustainable practices 5 About the social obligations: Mitigation measures to reduce a hazardous conditions and Addressed in PFR/EMP page 50 to 55 hardship to local inhabitants Addressing concerns of Addressed in PFR/EMP page 64, local inhabitants like health, water, b Rehabilitation is not required as the employment, resettlement/ land is owned by the proponent. rehabilitation The total land in the proposed project is private owned land and no Government land/forest land included. Compensation for loss of land, At present the proposed land is a c crops and other adverse impacts dry/rocky land. Since the site is a on account of mining Hilly area there is no serious cultivation and crops. The subject is addressed in PFR/EMP page 50 to 55 Specific measures for Corporate d Social Responsibility with Addressed in PFR/EMP page 64. success indicators
Questionnaire Page -22 P a g e -22A
Pre – Feasibility Report
Pre-feasibility Report Page -23 1.0 EXECUTIVE SUMMARY OF THE PROJECT
Sri. T. N. Soman is proposing a Granite Building Stone quarry project in an extent of 0.5607 Hectares in Survey No.– 292/1A of Vellad Village, Taliparamba Taluk, Kannur District, Kerala State. Letter of Intent was granted by the District Geologist, Department of Mining & Geology, Kannur. Similarly Mining Plan was prepared by the RQP and approved by the District Geologist, Department of Mining & Geology, Kannur.
It is a proposal of Granite Building stone Quarry project in Vellad Village. Category of project: ‘B2’. Latitude: 12°08'52.90"-12°08'55.33"N Longitude: 75°28'18.21"-75°28'21.06"E Proposed site is private dry land, part of hilly terrain. Proposed production is 12,000 Tonnes per annum Life of the mine is about 19.15 years, but applying for 5 years quarry permit. Top soil & OB thickness varies from about 0.5 m to 1.5 m. Top soil estimated to recover is 595 tones. Overburden estimated to recover is 11494 tones. Top soil generated/recoverd will be utilized for afforestation purposes & OB will be used for reclamation & haul road formation. There is no other solid waste anticipated during the quarrying operation. The topography of the quarry and surrounding areas are hilly and part of elevated terrain. The proposed area is gently sloping towards NE and SW. The highest elevation in this area is 120 m MSL and the lowest elevation is 110m MSL. The proposed quarry area is dry land covered with some topsoil with building stone boulders and not suitable for agriculture purposes. Some part of the proposed quarry site is devoid of any vegetation & planatation. In some part of the proposed area there are local shrubs, grass, climbers, bushes and native trees, detailed report is attached in mining plan as annexure 9 pages 48-60. The granites building stone are present in the existing quarry pit in proposed site. The quarry operation is proposed to carry out with conventional open cast mining method with 5.0 meter vertical bench with a bench width of 5.0 meter. Quarrying operation is carried out by loosening / splitting of rock mass of considerable volume from the parent rock mass by jackhammer drilling and blasting. The loosened material after blasting will sized manually and loaded into tippers/trucks manually. Transportion will be done using Tippers/Trucks from pithead to nearby consuming cemters.
Pre-feasibility Report Page -24
Commitment from applicant regarding the proposed project
The applicant/proponent is applying for Environmental Clearance to DEIAA, Kannur for Granite Building stone in an extent of 0.5607 Hectare at Survey No – No.– 292/1A of Vellad Village, Taliparamba Taluk, Kannur District, Kerala State with quarrying permit.
No child labors below 18 years will be deloyed for any type of quarrying operation. All labors engaged for quarrying operation will be insured till the end of life of quarry period.
All type of safety / Protective equipment’s will be provided to all the labourers working in my quarry site.
The applicant/proponent will sincerely follow and execute the Afforestation and Green belt develpoment during the course of quarrying operation and maintain Afforestation after the closure of quarrying activity.
The social (corporate) responsibilities for the local community proposed will be executed in a time bound manner.
The quarrying operation will not cause any hindrance to the nearby public and also it will not cause any hindrance to nearby villagers and human settlements during transportation of mineral.
The project area does not fall in ‘HACA’ region. The Karnataka state boundary is located at 10.2 Km E The project area does not fall in CRZ zone. The project area does not fall in Western Ghats boundary About 1.55 KLD of water will be required for dust suppression, plantation and for drinking and domestic use. The required water will be met from rain water harvested in the nearby abondonded mine pit and also bore well and open well nearby. The report of Baseline studies like Air, Water and Noise analysis are enclosed. Estimated project cost: Rs. 5 lakhs.
Pre-feasibility Report Page -25 2.0 INTRODUCTION OF THE PROJECT The Granite Building stone quarry in an extent of 0.5607 Hectare at Survey No.– 292/1A of Vellad Village, Taliparamba Taluk, Kannur District, Kerala State. The mining operations are proposed using conventional opencast method. This is a Category – B2 project.
Identification of project and project proponent The proposed project is for granite building stone quarrying. Name of the owner : Sri. T. N. Soman Address for coorespondance : Thekkedath House Vayattuparama P.O. Kannur District, Kerala – 670602, 9447 519 602 / 9496 479 602 somanthekkedath @gmail.com wner Location of the Applied Area Name of the quarry : Granite Building stone quarry of Sri. T. N. Soman Survey No. : 292/1A Village : Vellad Taluka : Taliparamba District : Kannur State : Kerala Extent : 0.5607 Ha Ownership : Private land owned by project proponent
Brief description of nature of the project The proposed site is part of hilly terrain gently sloping towards NE and SW. The highest elevation in this area is 120 m MSL and the lowest elevation is 110m MSL. The quarry area is dry land covered with some topsoil with building stone boulders. Some part of the proposed quarry site is devoid of any vegetation & planatation. In some part there are local shrubs, grass, climbers, bushes and native trees, detailed report is attached in mining plan as annexure 9 pages 48-60. The granites building stone are present in the existing quarry pit in proposed site.
The Granite Building stone quarrying operation is proposed to carry out by conventional opencast method by formation of benches. Mine benches are proposed with a height of 5m and the width of each bench is proposed not less than the height. The proposed stone production is 12,000 Tonnes per annum Life of the mine is estimated to be around 5 years. Proposed maximun mining depth is upto 85 m MSL
Pre-feasibility Report Page -26 Top soil & OB thickness varies from 0.5 m to 1.50 m and will be removed during the mining operations. Topsoil & OB recovered from the quarry will be dumped separately at predetermined place and subsequently will be utilized in spreading over afforestation & reclaimation purposes.
Need for the project and its importance to the country and or region The basic objective of the project is effective utilization of material in the region. Granite Building Stone is the most commonly used metarial in road works, construction & other infrastructure development works. Being a construction material, the mineral will be used in local market. The mining project will fulfill its end users in construction purposes.
The mining project will provide employment to local people. Applicant will pay royalty for the mineral produced from the mine, direct and indirect taxes will be paid thereby contributing to the regional revenue. The public revenue so generated will further be put for use in infrastructural development and other sectors like health, education and social welfare. The applicant will allocate funds for the socio-economic development of the area i.e. medical facilities, domestic water supply and other social work.
The mining and associated activities in the mineral bearing areas will add the revenue of the state through royalty and the taxes. This project will aslo help to improve the economic conditions of the local people through direct, indirect employments and allied services.
Demand and supply gap There is large demand of granite building stone for road works, building construction and other infrastructural works. Granite building stone is widely used in construction activities as main raw material. The entry in the target market is easy and there is a notable gap in the supply and demand, which is growing.
Imports vs indigenous production The granite building stone is required for road works, construction and infrastructure development projects. The stone is available in local markets and hence there is no scope of import. However, the demand for the stone is continuously increasing due to rising trend in the infrastructure projects.
Export Possibility There will not be any export of material since this is a low category minor mineral (Granite Building Stone) and the project proponent would like to sale out the material mined in the domestic market only.No export is proposed.
Pre-feasibility Report Page -27 Domestic/Export Markets Domestic demand is one of the main reasons for the rapid growth of building stone business in Kerala. Since it is an allied industry of the construction sector, growth in construction sector may be considered as proxy for the growth in stone mining sector. The market scope for granite building stone is found to be encouraging in local market with the increased demand from building industry & construction projects. Since this is low category minor mineral (Granite Building Stone) and high local demand there is no proposal for export of material and the project proponent would like to sale out the material excavated in the domestic market only.
Employment Generation (Direct and Indirect) due to the project Project will create direct & indirect employment opportunities within the surrounding region. Unit will use good faith efforts to employ local people from the nearby villages depending upon the availability of skilled & un-skilled man-power surrounding the project site. About 20 people will get direct employment and 10-15 people will get indirect employment opportunities with allied and related industries, such as transportation, maintenance, shops, garages, eateries, etc.
Employment potential in the Granite Building stone Quarry is as follows: Sl.no Name of the post Nos 1. Mechanical Engineer 1 2. Quarry Supervisor 1 3. Mine Mate 1 4. Blasting Helpers 2 5. Blast man 1 6. Mine Labors 14 Total 20
Pre-employment and periodic training will be given to the employees for the safe and systematic quarrying operation. All the labors engaged for quarrying operations will be provided with necessary personal protective equipments and will be insured during the quarry plan period. The above manpower is adequate to meet out the production schedule and the machinery strength envisaged in the mining plan and also to comply with the stationary provisions of quarry safety regulation. It will ensured that the labours will not be deployed less than 18 years. No Child labours will be engaged or entertained for any kind of quarrying operations. All the labours engaged for quarrying operations will be insured till the end of life of quarry.
Pre-feasibility Report Page -28 3.0 PROJECT DESCRIPTION Type of project including interlinked and interdependent projects, if any There is no interlinked & interdependent project. This is a quarrying project for production of Granite Building stone at 12,000 Tonnes per annum, the quarry operation is proposed up to depth of 85 m. MSL. The project is site specific. The entire Granite Building stone will be transported to the nearby crushing unit or consuming centers like construction of Road or other infrastructure development work.
Location (map showing general location, specific location, and project boundary & project site layout) with coordinates The project site is at Vayattuparambu in Vellad village, 3.5 km from Karuvanchal Junction. The distance from the site to Taliparamba Town is 21.5 km & to Kannur City is 42.5 km. The project is in 0.42.5 Hectares area of Survey No – 292/1A of Vellad Village, Taliparamba Taluk, Kannur District, Kerala State.
The GPS Corodinates of the Quarry area Boundary (Datum WGS84) Pillar No Latitude Longitude BP1 12°08'52.90"N 75°28'18.40"E BP2 12°08'53.23"N 75°28'20.73"E BP3 12°08'55.33"N 75°28'21.06"E BP4 12°08'55.06"N 75°28'18.21"E
Pre-feasibility Report Page -29
Google Image of the Project Site
Details of alternate sites considered and the basis of selecting the proposed site, particularly the environmental considerations gone into should be highlighted Mining is site specific project hence no alternate site is considered.
Size or magnitude of operation This project is proposed in an extent of 0.5607 Hectares. It is proposed to produce 12,000 Tonnes per annum of granite building stone from the quarrye. The quarry operation is proposed up to depth of 85 m MSL, by conventional open cast quarrying semi machined method, no machineries or equipments will be used, only tippers/trucks will be used for transporting the material from pithead to consuming centers.
The production / mineable reserves are arrived after deducting the reserves locked in safety zone and benches in compliance with kerala mineral concession rules 2015. The details of the reserve calculation are as given below:- SUMMARY OF RESERVES DESCIPTION QUANTITY (TONNES) Blocked Reserve 1,87,250 Mineable Reserve 2,29,875 Geological Reserve 4,17,125
Pre-feasibility Report Page -30 SECTION A-A' SECTION A-A' BLOCKED RESERVE MINEABLE RESERVE Bench Area in SI Density Ton Bench Area SI Density Ton 120 Sqm98 50 2.5 12250 120 in281 Sqm 50 2.5 35125 Sqm 115 125 50 2.5 15625 115 297 50 2.5 37125 110 150 50 2.5 18750 110 272 50 2.5 34000 105 175 50 2.5 21875 105 247 50 2.5 30875 100 200 50 2.5 25000 100 223 50 2.5 27875 95 225 50 2.5 28125 95 198 50 2.5 24750 90 250 50 2.5 31250 90 173 50 2.5 21625 85 275 50 2.5 34375 85 148 50 2.5 18500 TOTAL 187250 TOTAL 229875
ESTIMATED TOPSOIL & OVERBURDEN DESCIPTION QUANTITY (TONNES) Top Soil 595 Overburden 11494 TOTAL 12089
Project description with process details (a schematic diagram/flow chart showing the project layout, components of the project etc. should be given) The proposed mining operations will be carried out by open cast mechanized method. The process flow diagram given below depicts the mining process:-
REMOVAL OF TOPSOIL/OVERBURDEN
MAKING HOLES & BLASTING
EXCAVATION & SIZING
LOADING & TRANSPORTATION USING
TIPPER
Pre-feasibility Report Page -31 The Mining Activities shall be carried out under the guidance of a Mines Engineer/ Manager/Foreman holding Competency Certificate from DGMS. Bench system shall be implemented from top to bottom, for extraction of Mineral. . The height of the benches shall be maintained at 5.0 Mtrs. . The width of the benches shall not be less than the height at any point. . The overall slope of the benches will be maintained at 60°.
Drilling shall be carried out by a Pneumatic Jack Hammer powered by compressed air. The Drilling Pattern will be as given below: . Spacing = 1 Mtr . Burden = 1 Mtr . Depth of Drill Hole = 5 Ft / 2.5 Ft . Drill Hole Diameter = 32mm Diameter
Drilling shall be carried out by a Jack Hammer drill of 32mm diameter, Nitrate Mixture and electric delay detonators will be used for blasting purpose. About 30 to 50 holes per blast of 32 mm diameter and to a depth of 1.5 to 2.5m will be adopted. It is estimated about 2 to 3 T production per hole. Number of blasts per day depends upon the workable area and production to be achieved. The spacing of 1.0 to 1.5m between the holes will be adopted. About 250gm per hole of explosive will be used. However, 10 kg/ blast will be adopted at any point of time. Millisecond electric blasting will be adopted to limit the PPV and to reduce noise levels within the stipulated standards.
Blasting will be carried out by a competent person and blasting will be carried out from the blasting shelter. The blasted material shall further be sorted out; the material shall be broken into required sizes manually for dispatch, the broken material shall be loaded into tippers/trucks manually and shall be transported to nearby crushing unit or cosuming centers.
The internal road or haulage roads to the benches shall be made with suitable gradient and the width of the roadway as per the DGMS norms.
Raw material required along with estimated quantity, likely source, marketing area of final products, Mode of transport of raw Material and Finished Products No other raw material will be required for production of Granite building stone. The final product will be sent to crushing unit or consumer based on their demand. The mode of transportation of raw material and finished product will be by road. Tippers/ trucks will be used for transportation to the end users.
Pre-feasibility Report Page -32 Resource optimization/recycling and reuse envisaged in the project, if any, should be briefly outlined Granite Building stone will be used directly or sized/crushed and dispatched to different end users. The waste rock generated, if any, will be used for the maintenance of roads and backfilling in the mined out pits. Rainwater harvesting will be done in the bottom part of the minedout pit and will be used for water recharging
Availability of water its source, Energy/power requirement and source should be given This Granite Building stone quarry project does not require high volume of water. Total water required is 1.555 KLD and detail of water requirements are as given below:
Description Quantity
Dust Suppression 0.5 KLD
Domestic Purpose 0.8 KLD
Green Belt 0.255 KLD
Total 1.555 KLD
The required water will be met from accumulated rainwater in the nearby abondoned mine pits and from bore well and open well from nearby area through tankers
Energy All quarry activities will be carried out using deisel operated mechaneries like compressor operated drills, Tippers & Trucks. There will not be any electric power requirement for this project. Electricity required for mine office and lights will be obtained from KSEB. Diesel used for quarrying machineries will be brought from nearby diesel pumps.
Quantity of wastes to be generated (liquid and solid) and scheme for their management/disposal There will not be any waste generated during this quarrying operation. The topsoil estimated to be recoverd is 595 tones and overburden is 11494 tones and this will be dumped separately at predetermined place and subsequently will be utilized for afforestation and reclamation purposes. Domestic waste water will be discharged in Septic Tank followed by soak pit. No waste water will be discharged by quarry operation.
Pre-feasibility Report Page -33 Schematic representations of the feasibility drawing which give information of EIA purpose
Submission of Application Form Presentation for Grant of Environment
IM, Pre-feasibility Report, EMP EC at Clearance by
to SEAC/DEAC SEAC/DEAC SEIAA/DEIAA
Submission of EC Ensuring compliance Start of Mining compliance to MoEF of EC Conditions Operations
4.0 SITE ANALYSIS Connectivity The private access road from the site enters into Karuvachal – Naduvil Road, which joins to Anakuzhi Thermala Road and this road leads to SH59 (Malabar Hill Highway) Karuvanchal Road. The same road will be maintained and utilized for transportation. The Nearest Railway station is Kannapuram, 25 km away from site. Nearest National Highway is NH17 Edappally Panwel Road -17.5 km Nearest State Highway is SH59(Malabar Hill Highway) -0.3 km
Land Form, Land use and Land ownership The entire project area is 0.5607 Hectares, which is non-forest, private land and there is no habitation in the propose site. The land is owned by the applicant.
District Taluk Village Survey No. Area (Ha) Classification It is a private dry land Kannur Taliparamba Vellad 292/1A 0.5607 in possession of the applicant (non forest)
Topography (along with map) The topography of the quarry and surrounding areas are hilly and part of elevated terrain. The proposed area is gently sloping towards NE and SW. The highest elevation in this area is 120 m MSL and the lowest elevation is 110m MSL. The proposed quarry
Pre-feasibility Report Page -34 area is dry land covered with some topsoil with building stone boulders and not suitable for agriculture purposes. Some part of the proposed quarry site is devoid of any vegetation & planatation. In some part there are local shrubs, grass, climbers, bushes and native trees, detailed report is attached in mining plan as annexure 9 pages 48-60. The granites building stone are present in the existing quarry pit in proposed site. Map showing topography of the applied mining area is given in Surface plan.
Existing land use pattern (agriculture, non-agriculture, forest, water bodies (including area under CRZ), shortest distances from the periphery of the project to 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, a copy of the Gazette notification should be given. The proposed mining area exhibits hilly topography. The proposed quarry area is dry land covered with some topsoil with building stone boulders and not suitable for agriculture purposes. Some part of the proposed quarry site is devoid of any vegetation & planatation. In some part there are local shrubs, grass, climbers, bushes and native trees, detailed report is attached in mining plan as annexure 9 pages 48-60. The granites building stone are present in the existing quarry pit in proposed site. The quarrying operation will be restricted up to depth for 85 m MSL. Hence the quarry operation will not affect the ground water table.
No CRZ within 5km radius of the project site. The Karnataka state boundary: 10.2 Km E. The applied area does not fall in ESA as per WGEEP report. Arabian Sea is located at 30.4 km W.
Existing Infrastructure The mining area is approachable by existing Karuvachal – Naduvil Road. All necessary infrastructures such as site office, drinking water facilities, toilets, rest shelter, etc. will be developed before commencing the mining operation. Site services as per Mines Rules 1955 will be developed. First-Aid center with all necessary medical facilities, Toilets as per the provisions of Mines Rules will be developed. Regular medical checkup of the mine employees will be carried out as per the provisions of Mines Rules 1955.
Soil Classification The proposed quarry area is dry land covered with some topsoil with building stone boulders and not suitable for agriculture purposes. Top soil thickness varies from avg. 0.5 m to 1.50 m. These soils are well drained, low in organic matter and plant nutrients.
Pre-feasibility Report Page -35 It will be removed during the mining operations. The topsoil recovered from the quarry will be stacked separately at predetermined place and subsequently will be utilized for afforestation & reclaimation purposes.
Climatic data from secondary sources 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 rainfall. The temperature is more during the months of April to May and is less during December and January. The average mean monthly maximum temperature ranges from 28.4 to 36.90C and minimum temperature ranges from 19.7 to 23.90C. Relative humidity is more during south west monsoon season (ie June to September). It is more during morning hours and is less during evening hours. Humidity ranges from 77 to 88 % in the district.
Social infrastructure available The nearest town is Karuvanchal, educational & other facilities are available there. Medical facilities, Primary Health Centre are available at the nearby villages, imparting services, for advance medical facilities. In each village one health worker has been appointed by the Govt. to provide primary health facilities. Village people are availing drinking water facilities generally from the open well and tube well. The water supply is also supplied through pipe lines and tanker during dry periods in few villages. Communication services like post office and telephones are available in the nearby village. Many of the villagers are having mobile phones.
5.0 PLANNING BRIEF
Planning Concept (type of industries, facilities, transportation etc) Town and Country Planning/Development authority Classification This is a granite Building stone quarry proposed to operate using Conventional Opencast Semi Mechanized Method in an extent of 0.5607 Ha. The proposed production is 12,000 Tonnes per annum of granite building stone. In Conventional Opencast Semi mechanised Method, Drilling will be done using compressor operated jackhammer, Control blasting using allowed explosives, manual sizing of material and excavation and loading of the material manually and transportation using Tippers/Trucks. Facilities such as Power, Transportation and other infrastructure facilities are locally available near the project site. Covered transportation of the stone and imposing speed limits will be practiced to avoid disturbance to the nearby habitations. The haul roads and nearby public roads will be periodically sprinkled with water to prevent dust.
Pre-feasibility Report Page -36 Population projection Man power requirement for mining is estimated to be 20 Nos. Most of the employees will be recruited from neighboring village depending upon the availability of skilled & unskilled people. Migration of highly educated and skilled person will take place but it very few numbers. So there will no significant and permanent migration of people. Hence there will be no significant population increase due to the project.
Land use planning (breakup along with green belt etc.) The present and proposed land use pattern / planning of the quarry area is given below: Sl.No. Particular At Present After 5 yr Conceptual 1. Area under Quarry pit 0.048 0.3300 0.3300 2. Road Existing Existing Existing 3. undisturbed 0.5127 0.2307 0.2307 4 Total area 0.5607 0.5607 0.5607
Assessment of Infrastructure Demand (Physical & Social) Temporary site office and stores will be provided in the mining area. Specified first-aid box with all necessary facilities will be maintained at the site office and the rest shelter as per Mines Act-1952. Medical facilities, Primary Health Centre exist in the nearby villages, imparting services, for advance medical facilities. Communication services like post office and telephones are available in the nearby villages.
Amenities/Facilities Following facilities shall be provided for the smooth working of the mine:- Mine office First aid room Store facility Toilet facility Drinking water facilities like Potable water will be provided Rest shelter room will be provided to take lunch and rest for the workers.
6 PROPOSED INFRASTRUCTURE
Industrial Area (Processing area) There is no processing area proposed within the proposed project.
Residential area (Non processing area) Since this is a very small project with only 20 no of employees and local persons will be given employment preference, no residential area/ housing are proposed.
Pre-feasibility Report Page -37
Green Belt Afforestation programme & green belt plantation is proposed and will be carried out in 7.5 m wide safety barrier zone around the boundary of the proposed quarry site. The main aim of the green belt development is to develop a screen to arrest dust and noise generated from the mine and also to form a visual barrier. Plantation will also be carried out on the mined out top benches / reclaimed area of the quarry. Appropriate plant species of different life forms will be grown to re-establish the vegetation cover and thereby provide habitat for the faunal species. The area may also be used for horticulture plantation.
Social infrastructure The following social infrastrucutre are available near to the project site Hospital : St. Joseph Hospital at Karuvanchal – 2.4 km School : GHS School at Karuvanchal- 2.08 km Police Station : Alakode Police station 4.25 km Fire Station : Taliparamba fire station, 21.5 km Post Office : Vayattuparamba, 1 km Church : St. Alphonso Church, Thermala – 1.5km
The infrastructure for workers & employees like, drinking water facilities, Rest shelter, toilets, first aid stations etc. will be developed at mine site. Local people will be employed on priority basis as per their skills. As a part of Social (Corporate) Responsibility, it is proposed to spent Rs. 1.00 Lakh per annum for various social development activities like conducting medical checkups for the local people, free medicines, providing domestic water and other facilities for public in the nearby village. First aid facilities to the workers employed at site. Indirect employment & allied service like transportation oppurtunities for local people. Therefore this project will bring a positive impact on the nearby villages.
Connectivity (traffic and transportation road/ Rail/ Metro/ Water ways etc.) The private access road from the site enters into Karuvachal – Naduvil Road, which joins to Anakuzhi Thermala Road Anakuzhi Thermala Road and this road leads to SH59 (Malabar Hill Highway). The same road will be maintained and utilized for transportation. The Nearest Railway station is Kannapuram, 25 km away from site. Nearest National Highway is NH17 Edappally Panwel Road – 17.5 km SW Nearest State Highway is SH59(Malabar Hill Highway) – 0.3 km
Pre-feasibility Report Page -38
Drinking Water management (Source & Supply of water) This Building stone quarry project does not require huge water for the project. Detail of water requirements in KLD as given below:
Description Quantity
Dust Suppression 0.5 KLD
Domestic Purpose 0.8 KLD
Green Belt 0.255 KLD Total 1.555 KLD
The required water will be met from rain water harvested in the nearby abondoned pit and also from bore well and open well nearby.
Sewerage System Toilets will be provided for the mine employees. Domestic effluent from the toilets will be discharged in septic tank and soak pit system.
Industrial Waste Management No industrial waste will be generated from the project.
Solid Waste Management Top soil & OB thickness varies from 0.5 m to 1.50 m and will be removed during the mining operations. Topsoil & OB recoverd from the quarry will be stacked separately at predetermined place and subsequently will be utilized for afforestation and reclamation purposes.
Power Requirement & Supply / Source There are no machineries or equipments proposed in this project, So there will not be any electric power or deisel requirement for this project. Electricity required for mine office and lights will be obtained from KSEB. Diesel used for quarrying vehicles will be brought from nearby diesel pumps.
7.0 REHABILITATION AND RESETTLEMENT (R & R PLAN) Policy to be adopted (Central/State) in respect of the project affected persons including home oustees, land oustees and landless laborers (a brief outline to be given)
Pre-feasibility Report Page -39 The proposed area is private land owned by the lessee and there is no habitation in the area proposed for mining. Hence, rehabilitation & resettlement plan is not required.
8.0 PROJECT SCHEDULE & COST ESTIMATES
Likely date of start of construction and likely date of completion (Time schedule for the project to be given) The project operation will commence after availing all statutory licenses like Environmental Clearance, Explosive licenses, Pollution consents and other necessary approvals from the concerned authorities. No major construction is proposed except temporary site office and other site facilities.
Estimated project Cost The cost of the project consists of the following major components: No Land cost since already available, Site development (Basic infrastrucure like office & civil works) Machinery & Equipments (On rent basis) Processing charges and consultancy charges for preparation of Quarry plan, Environment monitoring, EMP report, etc., Provision for contingencies Margin money for working capital The estimated total cost of the project is Rs. 5.00 Lakh
9.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)
Financial and social benefits with special emphasis on the benefit to the local people including tribal population, if any, in the area
Proposed granite building stone quarry project will generate direct & indirect employment opportunities for local people depending upon the availability of skilled & un-skilled man-power surrounding the project site. At conceptual stage, upper part of the mineout area will be recliamed and used for plantation purpose and lower part will be used as water reservoir which will be helpful for improving the aesthetics of the area and also in improving the ground water recharge in the area. The project will generate revenue for the state & central govertment through royalty on the stone and other taxes. The applicant will carry out various socio-economic welfare activities in the nearby villages.
Pre-feasibility Report Page -40 The proposed granite building stone quarry project will cause positive impact on the socio-economic conditions of the nearby villages. There are no Resettlement and Rehabilitation issues involved in this project. The State Govt. will benefit from the revenue generated due to the project. The entire project area is devoid of any endangered flora and fauna. After completion of mining, the mined out area can be further used for horticulture and pisciculture activities.
Pre-feasibility Report Page -41
Environmental Management Plan (EMP) WITH CSR
Environmental Management Plan Page -42 1. INTRODUCTION OF THE PROJECT/PROPONENT The proposed Granite Building Stone quarry project of Sri. T. N. Soman in an extent of 0.5607 Hectares in Survey No.– 292/1A of Vellad Village, Taliparamba Taluk, Kannur District, Kerala State with quarry permit.
The Project Proponent is the owner and engaged in Granite building stone mining and sales. The main market for Building stone is in nearby towns and will be used in construction works of buildings and roads.
Environmental management plan (EMP) is prepared for formulation, implementation and monitoring of environmental protection measures during and after commissioning of projects. The EMP is repared taking into consideration various project activities and related environmental impacts covering entire project area and other areas outside the project site, which can be affected due to the proposed mining activities. It has to be ensured during planning stage that all the environmental standards will be complied while execution of the project activities. Mitigation measures at the source level and an overall management plan at the project area level are required so as to improve the environmental scenario of the area. The EMP aims at controlling pollution at the source level to the possible extent with the available and affordable technology followed by treatment before they are discharged.
2. DETAILS OF PROJECT Sl. No. Particulars Details 1. Village Vellad 2. Taluk Taliparamba 3. District Kannur 4. State Kerala 5. Survey No. 292/1A 6. Extent 0.5607 Ha 7. Latitude 12°08'52.90"-12°08'55.33"N 8. Longitude 75°28'18.21"-75°28'21.06"E 9. Water Requirement 1.555 KLD 10. Elevation Highest 120 m MSL to Lowest 110 m MSL 11. Land use at the project area Private Dry land 12. Nearest Human settlement House at 100 m away 13. Nearest Habitation Vayattuparamba – 1 km 14. Seismic zone Seismic Zone-III as per seismic zone map of India, 2001.
Environmental Management Plan Page -43
2.1 Physiography /Topography Topography of the lease area is hilly terrain with some of the proposed land iscovered with native trees, shrubs, herbs bushes etc. Highest elevation of the lease area is 120Mabove MSL and lowest is 110Mabove MSL. The drainage of the area is controlled by seasonal channels sloping towards NE and SW which joins to seasonal streams. The contour map/surfaceplan of the proposed area is enclosed in the mining plan.
2.2 Geology of the area Regional Geology : The area forms a part of the Precambrian metamorphic complex of Kannur district, comprising mainly rocks of the Charnockite Group. Large patches and lenses of Hornblende-Biotite gneiss and Biotite gneiss are seen towards the east-north- east and east of the area. The rocks have a general WNW-ESE strike of foliation with steep dips, often giving rise to WNW-ESE tight isoclinals folds.
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.
2.3 Mining Process (Method of Mining) The proposed method of mining is conventional Semi mechanized open cast mining. For the systematic working of open cast mines, the main development work will be the forming of systematic benching. The height of bench will not be kept more than 5.0m at a time and the width of the benches will be always kept safe according to provisions. The Mining will be done with the help of tools such as drills, jack- hammer, compressors, hand shovel, picks etc. The targeted maximum annual production of Stone is about 12,000 TPA.
Site Preparation Development of road (approach road & haul road) from the proposed quarry using natural gradient of the hill for movement of tippers. Removal of the soil cover and expose the rock. Formation of garland drains along the periphery guiding the rain water to the rain water harvesting pit near the well by the side of mines office. Removal of the loose boulders and prepare free face for drilling.
Environmental Management Plan Page -44 Once the site is prepared, the production will be obtained by drilling and blasting. Drilling holes of 32 mm diameter and 1.5 M in depth. The drill holes will be charged with explosive, and blasting will be done, Size of the boulders will be reduced. Loading of the sized material to tippers. Transport of the material to the nearby crushing unit or consuming centers.
Details of drilling, blasting & explosives Granite is compact rock and production will be obtained by drilling and blasting. Drilling will be done by jack hammers working on compressed air. • About 30 to 50 holes per blast of 32 mm diameter and to a depth of 1.5 to 2.5m will be adopted. • It is estimated about 2 to 3 T production per hole. • Number of blasts per day depends upon the workable area and production to be achieved. • The spacing of 1.0 to 1.5m between the holes will be adopted. • About 250gm per hole of explosive will be used. However, 10 kg/ blast will be adopted at any point of time. • Millisecond electric blasting will be adopted to limit the PPV and to reduce noise levels within the stipulated standards.
Working Depth The proposed site is a hilly terrain and the quarrying operation is proposed upto depth of 85 m MSL.
2.4 Details of Machineries & Vehicles: The following machineries & vehicles are proposed to be utilized in the proposed quarry site for the development, production & transportation purposes.
Sl No Description Quantity Motive Power
1 Jack Hammer Drill 1 Diesel
2 Excavator with Rock Breaker Nil Diesel
3 Tippers 1 Diesel
4 Lorry with water tank 1 Diesel
5 Jeep 1 Diesel
Environmental Management Plan Page -45 2.5 Miscellaneous: The operation of Building stone quarry requires the following loose tools material and have to be kept sufficiently in stock for non - interruption of the quarry work. 1. Consumables, such as diesel, Hydraulic oil, etc. 2. Explosives and detonators as per the licensed quantity. 3. Consumables & spares for machineries like drill bits etc.
2.6 Manpower Requirement It is proposed to deploy about 20 employees directly and about 10-15 persons will be indirectly benefited. It will be ensured that the labors will not be deployed less than 18 years. No Child labours will be engaged or entertained for any kind of quarrying operations. All the labours engaged for quarrying operations will be insured till the end of life of quarry.
2.7 Power, Water And Other Infrastructure Requirements Water Supply This Building stone quarry project does not require huge water for the project. Detail of water requirements in KLD as given in Table below.
Daily Water Requirement Dust Suppression 0.5 KLD Domestic Purpose 0.8 KLD Green Belt 0.255 KLD Total 1.555 KLD
The required water will be supplied from rainwater accumulated in abondened pit and from bore well & open well for domestic purpose.
Energy All quarry activities will be carried out using deisel operated mechaneries like compressor operated drills Tippers & Trucks. There will not be any electric power requirement for the project. Electricity required for mine office and lights will be obtained from KSEB. Diesel used for quarrying machineries will be brought from nearby diesel pumps.
Infrastructure The site services like office, rest room, shelter, first aid box, drinking water & toilet etc will be provided at the mine site.
Environmental Management Plan Page -46 3. BASELINE ENVIRONMENT The baseline environment quality to represent the background/existing environmental scenario of various environmental components such as air, noise, land, ecological and socio-economic status of the study area. Environmental monitoring studies were carried out by M/s Richardson & Cruddas (1972) Ltd., Environmental Engineering Laboratory, Ambattur, Chennai - complianc600098, accredited by NABL, to evaluate the base line status of the project site in e with state & district SEIAA/DEIAA guidelines.
3.1 Air Environment The prime objective of the baseline air monitoring is to evaluate the present air quality of the proposed area. This will also be useful for assessing the conformity to standards of the ambient air quality during the operation of the proposed mine. Field monitoring was carried out to evaluate the base line status of the project site in compliance with state & district SEIAA/DEIAA guidelines.
Testing Method followed for Ambient Air Quality Particular Testing Method to be Followed
A PM2.5 EPA 40 CFR Part 50 Appendix L
B PM10 IS-5182 part – 23, 2006 RA 2012
C Sulfur dioxide SO2 IS 5182 Part – 2, 2001 RA 2012
D Nitrogen dioxide NO2 IS 5182 Part 6, 2006 RA 2012
Ambient Air Quality Monitoring Results
Location PM2.5, µg/m3 PM10, µg/m3 SO2, µg/m3 NOx, µg/m3
Near Pit 24 52 5.4 6.4 250 m down 26 54 5.8 6.0 NAAQS Standards 60 100 80 80
Results & Conclusions: The results obtained is attached in mining plan file as Annexure –6 page 45. It is observed that the ambient air monitoring results obtained are well within the prescribed standards (NAAQS) with respect to PM10, PM2.5, NOx and SO2.
3.2 Noise Environment The main objective of noise monitoring in the study area is to establish the baseline noise levels and assess the impact of the total noise expected to be generated during the project operations in the project site. Integrated sound level meter was used for the collection of data related to noise at an hourly interval. Noise level data were collected
Environmental Management Plan Page -47 from 2 location in the proposed stone quarry on hourly basis. Noise level for 24 hours (day & night) was recorded for one day.
Results and conclusion:- The summary of the monitored noise levels is given below:- Location Monitored Noise Level dB (A) (Day Time) (Night Time) Near Quarry office 48.2 38.2 Near Quarry Entrance 48.6 38 CPCB limit 55 45
It is seen from the obtained results that the Noise levels are well within the prescribed CPCB standards. Noise monitoring results obtained is attached in mining plan file as Annexure –7 page 46.
3.3 Water Environment The purpose of this study is to:- Assess the existing ground water quality characteristics for critical parameters; Predict the likely impacts on water quality due to the project and related activities.
One ground water sample was collected from a Borewell near the proposed quarry. The sample was collected by grab sampling technique. The sample was analyzed as per IS:3025 procedures for testing water.
Results & Conclusions: - The results obtained is attached in mining plan file as Annexure –8 page 47. It is seen from the results that the water quality with respect to ground water were found to be well within the prescribed drinking water standards (IS 10500:2012) The water is observed to be suitable for drinking purpose.
3.4 Hydrogeology Environment Groundwater occurs under phreatic conditions in weathered mantle of the crystalline rocks, laterites and unconsolidated coastal sediments. It occurs under semi confined to confined conditions in the deep-seated fractured aquifers of the crystalline rocks and Tertiary sediments. In the Consolidated formations the depth to water level varies from 2.14 to 19.95 m bgl during pre - monsoon and from 1.28 to 19.03 m bgl during post monsoon period. And the depth to water level in the unconsolidated formations during pre-monsoon ranges from 1.66 to 2.35 m.bgl and 0.76 to 2.0 m.bgl during post monsoon period.
Environmental Management Plan Page -48 3.5 Water regime There is no nallahs exist in the proposed quarry area. The area receives average rain fall of 2362 mm. The rains start in the month of May - June and continue up to September - October. Normaly the rain is maximum in the month of July.
3.6 Biological Environment Biological environment comprise of flora and fauna observed in a particular area under study. The flora within the study area (500m sorrounding of the project site) is tropical. The vegetation observed within the study area are mainly comprised of Tropical Moist Deciduous & Tropical Semi Evergreen type. The sorrounding area of the project site ie the slopes of the hilly terrain and plains are under Rubber cultivation, Coconut and Arecanut. There are local shrubs, grass, climbers, bushes and native trees like mango, cashew, palms etc. Most part of the proposed quarry site is devoid of any vegetation & plantation. In some part there are local shrubs, grass, climbers, bushes and native trees and detailed report is prepared and attached in mining plan file as annexure 9 pages 49- 59. No presence of any wildlife has been observed and the entire project area is devoid of any endangered flora and fauna as per Wildlife Protection Act 1972.
3.7 Land Use Pattern Core Zone Land in core zone i.e. 500 m around the quarry area is generally hillock. Some part with local plantations, trees & bushes and rest part with rocky area which is used for mining. There are no habitations in the Mining/ quarry area. The nearest habitation is 54.5 m away from the quarry boundary. The core zone does not include any forest lands, ecologically sensitive features like national parks, biospheres, sanctuaries, elephant corridors, Tiger reserves, flight paths of migrating fauna, etc.
The existing land use pattern Sl.No. Particular At Present 1. Area under Quarry pit 0.048 2. Road Existing 3. undisturbed 0.5127 4 Total area 0.5607
Buffer zone: The land in the buffer zone (7.5 m safety barrier all around the proposed quarry) is same as the land in core zone of the proposed the quarry area, generally hillock with some local trees and plants. In 10 km radius from the periphery of the Mining/ quarry
Environmental Management Plan Page -49 area, there is no inter-state boundary and reserve forest. The proposed area does not come under CRZ category.
3.8 Climatic conditions: The project area which is Kannur district has moderate climate. The temperature is more during the months of April to May and is less during December and January. The average mean monthly maximum temperature ranges from 28.4 to 36.90C and minimum temperature ranges from 19.7 to 23.90C.
3.9 Human settlement: There is no human settlement in the quarry area. The nearest human settlement is 100m away.
3.10 Public buildings, places of worship and monuments: There are no monuments of either historical or archaeological importance near the proposed quarry site.
3.11 Socio-Economic Environment The major occupation of the area is Cultivation, Household activity, Livestock, Forestry, Mining & Quarrying activities. The quarrying activity will benefit local villages in both directly and in-directly. Direct beneficiary will be those who get employed in Quarry as skilled and unskilled workers
4. ENVIRONMENTAL MANAGEMENT PLAN (EMP) Since this is very small mining activity & due to various mitigation measures, there will not be any significant impact of mining on environment. However an environmental impact assessment and the following environmental protection measures are proposed for the mining project to mitigate the impact during the mining operation.
4.1 Air Quality The existing air quality in core zone is not likely to have considerable impact due to this small scale quarrying. However, the quality of air in quarry area may be deteriorated to certain extent due to dust from drilling, blasting and transportation of the granite stones. The following measures to control air pollution due to quarrying operations shall be undertaken, so that the pollution scenario shall be marginal and insignificant. Practice of covered/wet drilling or provision of dust arrestors in drills to control dust generation during drilling. Proper blast design and avoiding overcharging of blast holes. Controlled blasting techniques will be adopted. Laying of haul road as per the standards Periodic water sprinkling on haul road.
Environmental Management Plan Page -50 Provision of dust mask to workers working at highly dust prone areas. Provision of green belt all along the periphery of the quarry area. Prohibiting overloading and over-speeding of stone transportation vehicles. Transport of stone by tippers/trucks covered with tarpaulin from site to consuming centers. Periodic maintenance of mine machinery and transportation vehicles. Periodical monitoring of ambient air quality in and around the quarry area.
4.2 Noise Levels In quarrying activity, the operation of heavy machinery operation will cause vibration and noise. The quarrying operation will be restricted to only day time. To attenuate noise, various measures shall be taken up from the source point. The activity such as drilling shall be updated to latest technology. Persons who are exposed to critical operation like drilling and operation of excavators are being provided with personal protective equipment’s (PPEs) as Occupational Safety Measures. The following measures are proposed to control noise and ground vibrations- Development of thick green belt around mining area Periodic maintenance of machinery, equipments. Provision of earplugs to workers exposed to high noise areas. Conducting periodical medical checkup of all workers for any noise related health problems. Proper training to personnel to create awareness about adverse noise level effects. Periodic noise monitoring at suitable locations in the mining area and nearby habitations to assess efficacy of adopted control measures. Practice of controlled blasting Restricting number of holes per blast to minimum
4.3 Ground vibrations The only source of ground vibrations is due to drilling & blasting operations. The drilling is proposed by jack hammer with 33mm dia. Due to small diameter hole blasting & individually blasting the vibration in this zone will be very low. However the following measures like monitoring every blast and use of minimum explosives will be taken. Controlled blasting technique will be adopted. Charge per delay will be regulated to minimize blast vibrations. Optimum delay sequence and stem to column ratio will be maintained. Avoiding blasting in unfavourable weather conditions.
4.4 Air Blast The release of explosive energy through air and movement of fragmented rocks are primary causes for air blast. The following measures while carrying out blasting
Environmental Management Plan Page -51 operation will help in reducing the intensity of air blasts and will also minimize the noise level associated with the air blasts. Avoiding overcharging of blast holes Adequate stemming Maintaining proper inter-hole & inter-row delays.
4.5 Fly Rock There are many factors that influence fly rocks. Most important of these factors are:- a) long explosive columns with little stemming at the mouth of the hole. b) irregular shape of face. c) long water column in holes. d) loose stones on face of the surface blasting area. e) strong wind. The following preventive measures will be taken to minimize the risks arising from flying fragments. Avoiding overcharging of blast holes Adequate stemming Maintaining proper inter-hole & inter-row delays.
In addition the following safety measures will also be taken:- Marking of danger zone: - The area falling within 50-100 m of the blasting area will be marked off as danger zone with red flags, or other appropriate signs, and entry of any unauthorized person into this zone will be prohibited during blasting operation. Warning signals: - An audible warning signal will be given, fifteen minutes before actual firing of blast to enable persons to move out of danger zone. For this purpose, a set of sirens/ hooters will be provided at appropriate places. Providing blasting shelters: - In order to protect the personnel engaged in blasting operations, blasting shelters will be provided for taking shelter during blasting.
4.6 Hydrogeology & Water Environment Groundwater occurs under phreatic conditions in weathered mantle of the crystalline rocks, laterites and unconsolidated coastal sediments. It occurs under semi confined to confined conditions in the deep-seated fractured aquifers of the crystalline rocks and Tertiary sediments. In the Consolidated formations the depth to water level varies from 2.14 to 19.95 m bgl during pre - monsoon and from 1.28 to 19.03 m bgl during post monsoon period. And the depth to water level in the unconsolidated formations during pre-monsoon ranges from 1.66 to 2.35 m.bgl and 0.76 to 2.0 m.bgl during post monsoon period.
4.7 Storm Water (Drainage)/ Sewage Except during monsoon months, no water shall be discharged from mine. Before onset of monsoon, drains are cut along toe of the quarry faces to divert the surface run off. Garland drain is provided at the quarry top to regulate monsoon water and direct the
Environmental Management Plan Page -52 same to the settling ponds / quarry pit to contain the quarry wash off and to avoid the same joining to the adjoining surface water bodies / water courses. It also helps to avert eventual collapses and damages to the quarry faces if any. The following control measures will be adopted for controlling water pollution due to the siltation of storm water by mining operations. Storm water drains with silt traps will be suitably constructed all along the periphery of the pit area (Garland drains) to collect the run-off from the permit area and divert into the storm water pond/tanks proposed within the complex. Appropriate channelization of storm water with channels of sufficient width. All measures will be taken not to disturb the existing drainage pattern adjacent to the other property. De-siltation traps and storm water collection pond proposed for silt removal. The storm water collected from the permit area will be utilized for dust suppression on haul roads, plantation within the premises, etc. The layout of channelization of storm water from the project site is shown in the drainage plan. Construction of check dams and collecting channel all around at the foot of the hill to prevent soil erosion during the monsoon season and also to collect the storm water for various use within the mine permit area. Blast residues from explosives will be managed by ensuring that all material is ignited during the blasting process. The sewage water generated from the site will be diverted to the septic tank followed by soak pit.
4.8 Water regime There is no water source of perennial type passing through the area. In surrounding of quarry area the ground water level is 15-20 m below the general surface. Hence no ground water is going to encounter during quarrying. Hence there shall not be any impact on water quality. And anyhow the granite building stone is not hazardous. Domestic sewage from site office & urinals/latrines will be discharged in septic tank followed by soak pits.
4.9 Land Environment Anticipated Impacts on land environment are Land use change, Loss of Top soil & overburden and Soil erosion due to storm water.
The land use pattern at present, plan period and plan period (conceptual period) are given in the Table below:-
Environmental Management Plan Page -53 Land use pattern at present, plan period and conceptual period Sl.No. Particular At Present After 5 yr Conceptual 1. Area under Quarry pit 0.048 0.3300 0.3300 2. Road Existing Existing Existing 3. Undisturbed 0.5127 0.2307 0.2307 4 Total area 0.5607 0.5607 0.5607
The following Mitigation Measures are proposed to minimize the adverse effects on the land environment. Concurrent eco restoration will be carried out. Construction of check dams and collecting channel all around at the foot of the hill to prevent soil erosion during the monsoon season and also to collect the storm water for various use within the quarry area. Green belt development along the boundary of the quarry area. Upper part of Mined out area will be reclaimed and used for plantation and lower part will be used as water reservoir
4.10 Reclamation of land / Eco-Restoration. In the conceptual stage/mine closure stage, 0.3300 Ha mined out area will be reclaimed back and used for plantation. Bottom part of the minedout pit will be used for Rain Water Harvesting/ water reservoir which will help in recharging of water and can be used as fishing pond also.
4.11 Fencing Wire mesh fencing will be provided all around the quarry boundary except for the entrance road to avoid inadvertent entry of the unsuspecting persons/animals into the quarry and falling in the mine pits.
4.12 Biological Environment (Afforestation Programme / Green Belt Development) Removal of existing vegetation will be done only when the area is immediately required for mining. The trees removed during quarrying activity will be replanted as much possible. During the mining operation, gap filling plantation will be carried out in the safety zone. 200 trees of different native species will be planted in Safety zone. Apart from this plantation of another 300 trees will also be carried out on top benches of mined out & reclaimed area. Afforestation will be done on the haulage road by planting 100 saplings. The list of proposed tree species to be planted are prepared and attached in the mining plan as annexure 9 page 48 & 60.
Environmental Management Plan Page -54 4.13 Topsoil & Overburden Management: 595 tonnes of the top soil recovered during quarry operation will be used directly for afforestation / green belt development at earmarked safety barrier area all along the periphery of the application area. 11494 tonnes of overburden /waste generated will be utilized for road formation and back filling of mined out area. And there is no real waste and mineral rejects generated during this mining operation, and so no proposal for disposal of waste is made during the plan period
4.14 Social and demographic profile: The major occupation of the area is Cultivation, Household activity, Livestock, Forestry, Mining & Quarrying activities. There are no major industries in the area. The quarrying operation in such places would provide 20 direct & 15-20 number of indirect employment to local people. Besides social activities is proposed which will be beneficiay to sorrounding local people. Hence quarrying operation will help in improving socio-economic status of the area.
4.15 Human settlement: There is no need of any rehabilitation or resettlement or migrating the laborers needed due to this small scale quarrying.
4.16 Occupational health and safety hazards: The statutory norms shall be followed during the course of quarrying to ensure the proper health and safety of workers like medical facilities, drinking water, rest rooms, cateens, toilets etc to the workers employed at site.
4.17 Public buildings, places of worship and monuments: There are no monuments of either historical, place of worship or archaeological importance near the proposed quarry site.
4.18 Monitoring schedules for different environmental components after the commencement of mining operations and related activities. For this quarrying project a half yearly monitoring plan for various Environmental parameters will be conducted as per the guidelines issued by District /State Environment committee.
5. SAFETY IN BLASTING The precautionary measures during blasting will be undertaken as follows: Proper and safe storage of explosives at approved locations and Licensed Magazine. Maintaining safety distance all around the magazine as per statutory requirement
Environmental Management Plan Page -55 Proper, safe and careful handling and use of explosives by competent blasters having Blaster's Certificate of Competency issued by DGMS. Proper security system to prevent theft/ pilferage, unauthorized entry into Magazine area. The blasting team will be equipped with all safety equipment for safe blasting. Controlled blasting technique will be adopted by varying burden, spacing & charge per hole depending upon the field condition. Holes will be located beyond the weak zone after proper inspection of the site. No loose pieces will be kept on the bench slopes during blasting. Stemming materials and stemming length will be chosen suitably. Proper compaction of the stemming material will be undertaken before blasting. Carrying out blasting during designated time only that too day time only and displaying a board in the mine entrance specifying the blasting time. Posting guards at boundaries of the quarry area and giving warning signal by way of whistle or siren blowing before blasting, to prevent unauthorized entry and to prevent mishaps. Avoiding blasting during lightening and high wind period. The holes which have been charged with explosives will not be left unattended till blasting is completed The mine area will be evacuated completely at the time of blasting operations.
6. MINE CLOSURE PLAN Various works that are to be taken up under the mine closure plan includes:-
6.1 Re-vegetation It is planned to restore most of the mined out area by thick plantation. The plantation in the quarry area also includes gap filling plantation on the safety barrier zone left around the quarry area. Gap filling plantation will be carried out in the safety barrier zone left around the quarry area from the beginning of the mining operations. Additional plantation will be carried out in the inactive mining area. Grass and bushes will be planted in areas prone to erosion especially at the foot of the hill. Other areas will be spread with organic manures and planted with local species. The characteristics of this vegetation will resemble that of the natural environment except for the early growth, which may be a protective cover crop of non-seeding annuals. Before re-vegetation, the land will be properly prepared by spreading the top soil, which is rich in organic contents along with mulches and organic manure. Vegetation will be self-sufficient after planting and require no fertilizers or maintenance.
Environmental Management Plan Page -56
6.2 Buildings and Infrastructure There is no major infrastructure facilities planned in this project and does not call for importance. a. Site office building, Rest Room and Toilets There is no major infrastructure facilities planned. The structure present will be utilized during the expansion of the mining project if required. b. Support & Transport Infrastructures 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 for monitoring till such time any other authorities wish to maintain and legally accept responsibility for the access roads. c. Surface Equipment and Heavy Machinery No heavy and surface equipment are proposed in this project. Open cast mechanized method will be adopted and after completion of the mining, the equipments will be taken out of the premises for their gainful utilization elsewhere.
6.3 Hazardous substances The hazardous materials like explosives will be totally evacuated from the mine site and the site will cleared of any such materials and substances.
6.4 Drainage / Water Runoff Surface run-off from the mining area will be collected and stored in the mine pits and the water will be used for various purposes. The mining activities will result in alteration of the surface runoff pattern in the quarry area only and there will be no impact on the drainage pattern outside the quarry area. The quality of the discharge run-off water will be maintained in compliance with the applicable state/national standards.
6.7 Monitoring The monitoring of the mine closure plan is an essential requirement for review of the efficacy of the mine closure and to take corrective actions. The monitoring consists of measuring the air quality, water quality, preservation of landscape, aesthetic and other land use values.
Detailed mine de-commissioning plan will be made on the above-mentioned principles, before the closure which will be submitted for approval if required.
Environmental Management Plan Page -57 7 RISK ASSESSMENT
7.1 Fall of Sides No disaster like land slide, flood, inundation or fire is anticipated in this case. Unmanageable heights will not be created. Loose rocks will be properly dressed. Nature and structure of the rocks will be properly studied for their slips. Flatter slopes angles are adopted where occurrences of loose earth are encountered. The working faces will slope at <80°. The hanging wall, footwall and mineralized zone are competent to stand safely for long time.
7.2 Storage / Safety and Use of Explosives Proper and safe storage of daily requirement of explosives in approved and Licensed explosive Magazine. Proper, safe and careful handling and use of explosives by competent blasters having Blaster’s Certificate of competency issued by DGMS. Proper security system to prevent theft/ pilferage, unauthorized entry into explosive storage/use area and checking authorized persons to prevent carrying of match box, lights, mobile phones, cigarette or Beedi etc. in the restricted area The explosives of class 2 will be used in their original cartridge packing and such cartridge shall not be cut to remove explosive for making cartridge of different size. Detonators will be conveyed in special containers. These will not be carried with other explosives. The holes which have been charged with explosives will not be left unattended till blasting is completed. Before starting charging, clear audible warning signals by Sirens will be given so that people nearby can take shelter. Blasting operations will be carried out in day times only.
7.3 Storage of Oil and Fuel No major storage of oil & fuel is envisaged. Due care will be taken to avoid oil spillage. Storage will not be allowed beyond necessity. Fuel oil and lubricants will be stored only in approved containers in separate store rooms. Match box, lighters, mobile phone, dry wood, plastic paper sheets and smoking will not be allowed near the storage area.
Environmental Management Plan Page -58 7.4 Water inrush Due care will be taken to provide garland drains all around the foot of the hill to collect run off and also to avoid soil erosion. The applied mining area is located on a hillock and there is no danger of flood or inundation as the proposed working is above the normal ground level. There is no major river flowing adjacent to the project.
7.5 Falling/ Slipping in pits The mine pits will be properly fenced to avoid inadvertent entry of unsuspecting person/animals into the mining area Warning signals will be posted on the approach road to the mine Proper housekeeping will be maintained in the mine to avoid falling / slipping of persons.
8 DISASTER MANAGEMENT PLAN In order to handle disaster/ emergency situations, an organizational chart entrusting responsibility to various project personnel will be prepared with their specific roles during emergency.
8.1 Infrastructure Following infrastructure and operational system will be provided to meet any emergencies. a) Emergency Control Room This will be situated in an area away from the places of fire and will be provided with the following facilities:-
Master plan of the mines. First aid boxes. Telephone/Mobile facilities. Loud hailers. Emergency lighting system. Transport facility. Mine Office will function as control base. b) Assembly Points Assembly points are to be set up farthest from the location of likely hazardous events, where pre-designated persons from the works, contractors and visitors would assemble in case of emergency. Up-to-date list of pre-designated employees of various
Environmental Management Plan Page -59 departments must be available at these points so that roll call could be taken. Pre- designated persons would take charge of these points and mark presence as the people come into it. c ) Communication System Considering the small area of the mine, communication will be carried out over mobile phones. Warning alarms/sirens will also be provided to announce emergency situations. d) Warning System and Control The Control Centers will be located at an area of minimum risk or vulnerability in the premises concerned, taking into account the wind direction, areas which might be affected by fire/explosion, toxic releases, etc. For promptness and efficiency, the premises/storage sites may be divided into number of zones, which should be clearly marked in the site plan.
8.2 Emergency Services This includes the fire-fighting system, first aid center, hospital etc. Alternate sources of power supply for operating fire pumps, communication with local bodies, fire brigade etc., will also be clearly identified. Adequate number of external and internal telephone connections will be provided.
8.3 Fire Protection System The fire protection system for the proposed mine will consist of Portable hand appliances of suitable types/ capacities for extinguishing small fires in selected areas of the mine/storage areas. Suitable fire extinguishers will also be provided in the cabins of the mine machinery operating in the mine.
9 OCCUPATIONAL HEALTH AND SAFETY The main areas of concern for ensuring adequate occupational health and safety are:- All working places will have safe means of access, safe working platform and exit. Persons working in hazardous dust prone area will be provided with dust mask. Personal protective equipments like dust masks, ear plug/ear muff, helmet, safety shoes, safety goggles etc. will be provided to the workers. Proper unit design and engineering controls in order to protect workers, including by control of process and fugitive emissions. Adequate arrangement of treated drinking water, rest shelters, etc will be done. Education & training will be provided to the workforce about facilities, protective equipment, risk associated, potential health effects, etc. Display board will be provided showing the hazards associated and recommended precautionary measures.
Environmental Management Plan Page -60
9.1 Medical Surveillance Following are the proposed Medical Surveillance will be conducted for all employees:- Pre-employment medical check-up. Once in a year, medical check-up of each employee. Individual medical record will be maintained.
9.2 Occupational Health The problem of occupational health, in the operation and maintenance phase is primarily due to dust and noise which could affect the workers from respiratory and hearing problems. The necessary personal protective equipments will be given to all the workers. First aid facilities will be kept readily available during the mine working period and a vehicle will be kept ready to mobilize emergency cases to nearby hospital. All working personnel will be medically examined at least once in every year and at the end of his term of employment. This is in addition to the pre-employment medical examination.
9.3 Safety Plan Safety of both men and materials during operation phases is of concern. Safety plan will be prepared and implemented in the proposed site. The preparedness of an industry for the occurrence of possible disasters is known as emergency plan. The disaster is possible due to collapse of rock structures and fire/explosion etc. Keeping in view the safety requirement during construction, operation and maintenance phases a safety policy will be formulated
9.4 Safety Training Safety training will be provided to all the mine employees at the nearby Authorised Vocational Training Center. In addition to regular employees, limited contractor labors will also be provided safety training. To create safety awareness, leaflets will be distributed.
9.5 Health & Safety Monitoring Plan The health of all employees will be monitored once in a year for early detection of any ailment due to exposure of dust, heat and noise.
10 ENVIRONMENTAL MONITORING PROGRAMME The proposed environmental monitoring programme in project operation stage is given in Table below. Besides to this monitoring, the compliances to all environmental clearance conditions and consents from KSPCB/ MoEF will be monitored and reported periodically.
Environmental Management Plan Page -61 10.1 PROPOSED ENVIRONMENTAL MONITORING PROGRAMME Sl. Environment Action to be Parameters Frequency Location No. Aspect Followed for of Monitoring Monitoring
1 Air Ambient air quality PM10, PM2.5, Once in 6 One location
Emissions monitoring SO2, NOx. months within mining area & one location at Kadannaman na village Exhaust from Vehicle logs to Quarterly All mine mining machinery be maintained machinery Prohibition of Vehicle logs Daily Main gate overloading, records speeding and covered transportation 2 Noise Noise generated Spot Noise Once in 6 One location from various Level months within mining mining operation recording; (Noise level area & one
like drilling/ Leq(day), in dB (A) for location at
blasting/ vehicular Leq(night) day and Kashamukku movement. night time. Generation of Maintain Periodic Mine working vehicular noise records of during area vehicles operation phase 3 Run-off No settled Quality of run- Periodic Garland Discharge discharge. off water from during drains, settling operation settling ponds tank/pond phase 4 Drainage Ensure drainage Visual Periodic Surface run- and effluent system and specific inspection of during off from ML Managemen design measures drainage and operation area during t are working records phase rains effectively. thereof 5 Water Monitoring of used Comprehensiv Once in 6 One location Quality and water quality & e monitoring months within mining Water groundwater as per IS area & one
Environmental Management Plan Page -62 Sl. Environment Action to be Parameters Frequency Location No. Aspect Followed for of Monitoring Monitoring Levels quality and levels 10500 location at Depth of Kadannaman ground water na village table 6 Emergency Fire protection and Mock drill Periodic Explosive preparedness safety measures to records, on during magazine, , such as fire take care of fire and site operation mine fighting explosion hazards, emergency phase machinery to be assessed and plan, steps taken for their evacuation prevention. plan 7 Maintenanc Vegetation, No. of plants, NA Plantation e of flora greenbelt species, area in mine. and fauna development survival rate 8 Waste No significant waste NA NA quarry area Managemen generated, only t topsoil & OB recoverd, it will be used for reclamation, afforestation & road formation. Domestic waste will be treated using septic & soak pit 9 Soil quality Conservation of top Soil fertility, Periodical Plantation soil excavated soil monitoring area, top soil contamination dump 10 Health & Employees and All relevant Regular Mine Safety contractual labour parameters check ups workings health check ups including HIV
10.2 BUDGET ALLOCATION FOR EMP IMPLEMENTATION A budget has been earmarked for implementation of the environmental management plan in the proposed building stone quarry. The amount earmarked may be increased in future
Environmental Management Plan Page -63 as per the actual requirement at the site. The proposed budget for environmental management plan is given in Table below:
Sl. Description of item Capital cost Recurring cost No. (Rs. in Lakh) (Rs. in Lakh) 1 Air Pollution Control - Water sprinkling on 0.40 0.35 haul road & plantation area (pumps, pipes) 2 Water Pollution Control (Garland drains & 0.50 0.35 Settling tanks, check dam/gully plugs, etc) 3 Environmental Monitoring and Management -- 0.35
4 Green belt Development & Plantation 0.50 0.30
5 Fertilizer, Manure, Manpower, etc. 0.10 0.05
6 Fencing 0.50 0.05
Total 2.00 1.45
11. SOCIAL (CORPORATE)RESPONSIBILITY A Social activity budjet proposal is prepared in consultation with the project proponent in materializing the Social Responsibility. General purpose of this proposal is for the assistance & promotion of the living standards of the poor & needy people surrounding the area where the mining activity is performed. As per the guidelines of Company’s Act (Amendment) 2013, the study was mainly focused on the Promotion of Education, Environmental Sustainability, Health Care, Social Aspects. The proposed social activities are associated with Naduvil Panchayat and are as given below:-
PROPOSED BUDGET FOR SOCIAL ACTIVITIES Slno Particular Amount
1 Supply of domestic water in nearby area 50,000.00
2 Conducting medical camps 25,000.00
3 Financial assistance to financially backward people 25,000.00 (for medical treatment & house contrucution) 4 Financial assistance to charitable activities of various 25,000.00 institutions TOTAL 1,25,000.00
Rs. 6,25,000.00 (Rupees Six lakhs Twenty Five thousand only) for 5 years
Environmental Management Plan Page -64 12. CONCLUSION The Granite Building Stone mine will have a positive impact in the surrounding areas as there will be increased opportunity of direct and indirect employment for the local people. The State Govt will benefit from the revenue in the form of Royalty and taxes from the mine. At conceptual stage, most of the quarry area will be covered with thick plantation and a water reservoir will be developed in lower benches part of the mined out pit which will help ground water recharge. There are no Resettlement and Rehabilitation issues involved in this project. The entire project area is devoid of any endangered flora and fauna.
From the above mentioned points, it can be seen that the proposed project will benefit the area without causing any significant impact on the environment.
Environmental Management Plan Page -65
ANNEXURE
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