Kerala – 679121 Email ID: [email protected] Phone No: 9847 225 195, 9846 959 618

Kerala – 679121 Email ID: Otpsociety@Gmail.Com Phone No: 9847 225 195, 9846 959 618

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. K. SUKUMARAN President OTTAPPALAM TALUK KARINKAL QUARRY OPERATORS INDUSTRIAL CO-OPERATIVE SOCIETY LIMITED Vadanamkurussi Palakkad District (D), Kerala – 679121 Email ID: [email protected] Phone No: 9847 225 195, 9846 959 618

Site at Re.Survey No. : 188/1 Vellinezhi Village, Ottapalam Taluk, Palakkad District, Kerala Quarry Area: 0.6073 Ha (60.73 Ares) Non Forest - Private Land

Prepared by Hareesh G. Thampy 905-D, Sankarnagar, Kaimanam P. O., Thiruvananthapuram, Kerala RQP/BNG/296/2013/A Mobile : 9387 838 782

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 23-41

1. Executive Summary 24

2. Introduction of the Project 26 3. Project Description 29

4. Site Analysis 35

5. Planning Brief 37

6. Proposed Infrastructures 38

7. Rehabilitation & Resettlement (R & R) Plan 40

8. Project Schedule & Cost Estimates 40 9. Analysis of the Proposal (Final Recommentation) 41

V ENVIRONMENTAL MANAGEMENT PLAN & CSR 42-65

1. Introduction of the Project/Proponent 43

2. Details of the Project 43

3. Baseline Environment 47

4. Environmental Management Plan 50 5. Safety in Blasting 56

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

Sl. No. DESCRIPTION Page No.

ANNEXURE

1. Letter of Intent - copy 67

2. Bye – Law of the Society - copy 69

3. Photo ID of Authorized person 80

4. Consent Letter - copy 81

5. Tax & Possession Certificate - Copy 84

6. Village Affidavit 86

7. NABL Certificate - Copy 88

8. Monitoring & Analysis Reports (Air/Water/Noise) 89

9. Site Photographs 93

10. RQP certificate copy 94

11. Mining Plan Approval Letter 95

12. 500 m Radius Certificate (other quarry details) 97

13. Income Tax Clearance & Pan Card 98

14. Land Documents (Title Deed) – Copy 101

15. Survey Sketch approved by village officer 109

16. Cadastral Map 110

17. Palakkad District Survey Report 111

REFERENCE (Following are attached in Mining Plan file)

1. All Drawings/Plates are attached in Mining Plan pages

FORM 1 M Basic Information Sl No Item Details Sukumaran, President OTTAPPALAM TALUK KARINKAL QUARRY OPERATORS INDUSTRIAL CO- Name and Address of the OPERATIVE SOCIETY LTD No. SIND (P)

Proponent 176, Vadanamkurussi, Palakkad District – 679 121, Kerala 9847 225 195 / 9846 959 618 [email protected] Resurvey No. 188/1 Vellinezhi Village Location & other details Ottapalam Taluk, Palakkad District Kerala State 0.6073 Hectares (60.73 Ares) Local body Name (Panchayath/ Vellinezhi Grama Panchayath Municipality/Corporation etc) Nearest Railway Station/Airport Vallapuzha Railway Station 18.5 Km Road along with distance in kms. Vellinezhi Town – 2.5 km Nearest Town, City, District Cherpulassery Town – 9 km Headquarters along with distance. Palakkad Headquarters – 43.5 km Status of the Applicant/Lessee President / Cooperative Society

Toposheet No. 58B/5 10°54'41.46" N - 10°54'45.43" N GPS coordinates 76°20'55.62" E - 76°20'57.94" E New/Expansion/Modernization New

Existing Capacity/Area etc. New project Proposed

Size of the Mining/Quarry area 0.6073 Ha (60.73 Ares) Production Capacity of 12,500 TPA Mine/Quarry Period of Mining Lease Applying for 5 years (Mine Life 5 years)

Expected cost of the Project Rs. 20 lakhs

Category of project B2 since less than 5Ha

Environmental Sensitivity: Sl. No. Areas Distance in kilometers (Aerial)/ details 1 Distance of project site from nearest Nearest road bridge is Muriyankanni Bridge rail or road bridge over the over Muriyankanni Kadavu - Kuttanassery Road concerned River, Rivulet, Nallah etc. over Kunthipuzha, located at 1.92 km NE 2 Distance to nearest facilities  Nearest Infrastucture (village) Malliyoor colony: 300 m E  Railway line Shornur Nilambur Railway Line – 13.2 W  National Highway NH213 Palakkad Kozhikode – 5.3 Km N  State Highway SH 53 Cherpulasseri Perinthalmanna Road: 4.4 Km W  Major District Road Cherpulasseri Palakkad Road : 2.6 Km S  Any Other Road Vellinezhi Karumanamkurussi Rd:1.16 SW  Electric line pole or tower No Major electric (HT) line in 300m radius  Canal or check dam or reservoirs Kanjirpuzha Irrigation Canal : 0.0748 km or 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 Nothing in 5 km Radius conventions, national or local Ananganmala Eco Tourism 8.13 km S legislation for their ecological, Nelliyampathy 62.2 km SE landscape, cultural or other related value

4 Areas which are important or Nothing in 5 km Radius sensitive for ecological reasons - Attapady Reserve forest : 36 km NE-E Wetlands, watercourses or other Peechi Reserve forest : 29 km S water bodies, coastal zone, biospheres, mountains, forests 5 Areas used by protected, important Nothing in 5 km Radius or sensitive species of flora or fauna Chulanur Peafowl Sanctuary : 25.1 Km SE for breeding, nesting, foraging, Silent Valley : 26.3 Km NE resting, over wintering, migration Peechi Vazhani Wildlife Sanctury : 48.2 km S

6 Inland, coastal, marine or Arabian Sea: 25.10 Km W underground waters Kunthipuzha River: 0.75 Km N

7 State, National boundaries Tamil Nadu state boundary: 32.5 Km E

Sl. No. Areas Distance in kilometers (Aerial)/ details 8 Routes or facilities used by the Palakkad Kozhikode – 5.3 Km N public for access to recreation or Cherpulassery Perinthalmanna Road : 4.4 Km W other tourist, pilgrim areas Cherpulassery Palakkad Road : 2.6 Km S 9 Defense installations None within 5 km radius area 10 Densely populated or built-up area, Nearest house is about 105.8 m SW. distance from nearest human Nearest village habitation is Malliyoor colony: 300 m E habitation Nearest major habitation (town) is Cherpulassery Town – 4.3 km SW 11 Areas occupied by sensitive man- Cherpulassery Cooperative Hospital : 10 km made land uses (hospitals, schools, PHC,Vadakkan Vellinezhi :1.5km places of worship, community Anganavadi, Charakkulam : 0.750 Km SE ESTM ALP School,Chaamakkunnu: 0.70 Km SE facilities) Saraswathi Vidyanikethan School, Vellinezhi : 1.14 km SW Govt HSS Vellinezhi : 2.92 km S VNNSK School, Vellinezhi: 2.2 km E Alpha School, Karumanamkurussi:3.46 km SW Sabary Trust High Secondary School, Adakkaputhur : 4.5 km S (7.7 km Rd) Mangod Masjid : 2.8 km S (4.6 km Rd) Shri Kattil Ayyappa Kshethram : 0.63 km N Shrikrishnapuram ShriKrishna Temple: .51 NE Narasimha Moorthi Temple : 0.44 S Ayyappa temple : 0.30 km W 12 Areas containing important, high The applied area consists of good reserves of quality or scarce resources (ground granite building stone. There are no scarce water resources, surface resources, resources such as water resource, forest, fishery forestry, agriculture, fisheries, or tourism spot in the applied mining area or in tourism, minerals) the vicinity of the site. 13 Areas already subjected to pollution There is no such area within 5 km radius of the or environmental damage. (those project site. where existing legal environmental standards are exceeded) 14 Areas susceptible to natural hazard The applied area falls in Seismic Zone III, which which could cause the project to is moderate risk area. Systematic mining will be present environmental problems carried out in the applied mining area. (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

Sl. No. Areas Distance in kilometers (Aerial)/ details 15 Is proposed mining site located over No. The applied mining area is in a slope of a or near fissure / fracture for ground hilly terrain. water recharge 16 Whether the proposal involves approval or clearance under the following Regulations or Acts, namely:- (a) The Forest (Conservation) Act, No, no forest in 100m radius 1980; (b) The Wildlife (Protection) Act, No, nothing in 5 km radius 1972; (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? None. (a) Name of the Court (b) Case No. (c) Orders or directions of the Court, if any, and its relevance with the proposed project. (Signature of Project Proponent Along with name and address) For OTTAPPALAM TALUK KARINKAL QUARRY OPERATORS INDUSTRIAL CO-OPERATIVE SOCIETY LIMITED No. SIND (P) 176, Vadanamkurussi, Palakkad District – 679 121

CHECKLIST FOR MINING PROJECTS Sl.No Page ITEM DESCRIPTION . No. “B2” Category [Sr. No. 1(a)(i) of 1. Category / Sub Category & Schedule EIA Notification 2006 amendment dated 15.01.2016] Form IM Attached 4-7

Questionnaire for Mining Projects Attached 20-22 2. Pre-Feasibility report Attached 23-41

Environmental Management Plan Attached 42-65 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 as annexure-14 and possession certificate(s) for all 4. Proof of ownership of land survey numbers mentioned in the proposal are attached as annexure 5 in PFR Bye Law of Cooperative society 5. Proof of authorized signatory attached as annexure-2 in PFR Cadastral map duly signed by 6. Attached as annexure-16 in PFR Village officer Recent Photographs of the project 7. Attached as annexure-9 in PFR site Area survey plan approved by 8. Attached as annexure-15 in PFR Village officer Panoramic view of the site / Google In PFR 30 image with date 9. 10°54'41.46" N - 10°54'45.43" N GPS readings of WGS 84 datum 76°20'55.62" E - 76°20'57.94" E 30 Also Refer PFR Distance of the mining area from 10. House is 105.8 m SW the nearest human settlement

Sl.No Page ITEM DESCRIPTION . No.

Dry land in applicant’s possession. Copy of possession certificate(s) Right & Nature of land (as per 11. for all survey numbers & village records) affidavit are attached as annexure 5 & 6 in PFR

Non-forest private land, Copy of possession certificate(s) & village Is the property forest land / govt. 12. affidavit are attached as annexure land / own land 5 & 6 in PFR

13. Extent of land in hectares 0.6073 Hectares

14. Proposed production capacity 12,500 TPA

15. Expected life of mine (years) 5 years Applied (Mine Life 5 Year)

16. Ultimate depth of mining 65 m RL in 5 year

Quantity of topsoil estimated to be 17. 1230 MT removed Semi mechanized, Conventional 18. Method of Mining open cast mining method Underground mining if any 19. Not Applicable proposed Analysis reports from accredited 20. Attached as annexure No. 8 in PFR laboratories (original) Attested copy of accreditation 21. certificate of laboratory conducting Attached as annexure No. 7 in PFR Environmental Analysis 22. Waste management proposals Addressed in the PFR/EMP 34 & 55

23. Mined area management Addressed in the EMP/EMP 55 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 Rs 20 lakhs, addressed in 25. 40 of insurance, funding etc. PFR/EMP

Sl.No Page ITEM DESCRIPTION . No. Sukumaran, President OTTAPPALAM TALUK KARINKAL QUARRY OPERATORS

Details of Authorized Signatory INDUSTRIAL CO-OPERATIVE

26. (Name, Postal Address, Pin code, SOCIETY LTD No. SIND (P) 176,

Telephone No., Fax No., Email ID) Vadanamkurussi, Palakkad District

– 679 121, Kerala 9847 225 195 / 9846 959 618 [email protected] Resurvey No. 188/1 Vellinezhi Village 27. Details of the site Ottapalam Taluk, Palakkad District Kerala State 0.6073 Hectares (60.73 Ares) Not Applicable. The application is prepared as per the provisions of Details of NABET approved EIA 28. EIA Notification amendment dated consultant organization 15.01.2016 by RQP. RQP certificate is enclosed as Annexure 10

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 105 m including increase in intensity of RL and lowest is 70 m RL. Mined out area land use (with respect to local land will reclaimed. use plan) 1.2 Clearance of existing land, Yes Some local trees, plants & shrubs have to vegetation and building? be cleared & removed. 1.3 Creation of new land uses Yes The upper 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.

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 Démolition 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 or earthworks including linear be performed to extract the rock. No structures, cut and fill or buildings 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 mined out area will reclaimed and used for plantation. 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 mechanized 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, sized & Loaded into the Tippers/Trucks using Breaker & Excavator. 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 consumables. The ROM from quarry will be transported directly to the consuming centers. 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.

Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/rates, wherever possible) with source of information data 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 operational workers? nearby 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 surrounding surface drainage. 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

Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/rates, wherever possible) with source of information data transportation 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 2.5 KLD of water will be used in competing users) unit KLD this proposed project. The main source of water is ground water and rain water harvesting in nearby abandoned pit.  Domestic purpose - 0.50 KDL  Greenbelt Development – 1.0 KLD  Dust Suppression – 1.0 KLD

2.3 Minerals (MT) No No materials used for construction or operation of the project. 2.4 Construction material – stone, No Not required

Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/ rates, wherever possible) with source of information data 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 & equipment will be used. The Unit: fuel (MT), energy (MW) required fuel will be purchased 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 opportunities. 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.

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 significant waste generated from this mining activity. Only some topsoil & overburden will be recovered and it will be used for reclamation & 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 diesel operated vehicles, fossil fuels from stationary or machineries & equipment. mobile sources Proper maintenance will be done to minimize the emissions.

Sr. Information/Checklist Yes Details thereof (with approximate No. Confirmation /No quantities/ rates, wherever possible) with source of information data 5.2 Emission from production Yes Dust is the main pollutant due to mining processes activity. It will be generated in drilling, blasting, operation of machineries & equipment and vehicle movement; To control 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

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 machineries, e.g. engines, ventilation plant, equipment & vehicles in the quarry area are crushers Compressor, Drilling Machine, Breaker, Excavator and Trucks/tippers.  Effective maintenance of machineries, equipment and vehicles at regular and frequent intervals.  Plantation of green belt around the haul roads and quarry 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 12,500 tones per year ie 1041.667 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 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 DGMS from storage, handling, use or guidelines for safety of the mine production of hazardous substances 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)

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 Yes Details thereof (with No. Confirmation /No approximate quantities/ rates, wherever possible) with source of information data 9.1 Lead to development of supporting, Yes The project will generate direct/ utilities, ancillary development or indirect employment to the local development stimulated by the project people. Also associated new which could have impact on the business/service opportunities for environment e.g.: the local people. Due to the quarry Supporting infrastructure (roads, project, many local ancillary/ power supply, waste or waste water supporting facilities/ infrastructure treatment, etc) Housing development will improve, eventually leading to Extractive industries Supply the overall development of the area. industries Other 9.2 Lead to after use of the site, which Yes Upper part of the mined out 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.

QUESTIONNAIRE FOR MINING PROJECTS

Sl. No Question Reply 1 About the Proposal Sukumaran, President OTTAPPALAM TALUK KARINKAL QUARRY OPERATORS INDUSTRIAL CO- OPERATIVE SOCIETY LTD No. SIND (P) a Name and Address of Proponent 176, Vadanamkurussi, Palakkad District – 679 121, Kerala 9847 225 195 / 9846 959 618 [email protected] Resurvey No. 188/1 Vellinezhi Village b Location and specifications Ottapalam Taluk, Palakkad District Kerala State 0.6073 Hectares (60.73 Ares) 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 58-59 f Fire and safety precautions Addressed in PFR/EMP page 59-60 g First aid Addressed in PFR/EMP page 60-61 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.

Sl. No Question Reply 2 About the mining area Addressed in PFR page 31 & in Mining a Total reserves plan – Chapter 3. b Contour map Attached in Mining plan as Plate 4. Sectional map showing c Attached in Mining plan as Plate 6. overburdens (average) Geology of the area (secondary Addressed in PFR/EMP page 44 & in d data) Mining plan - Chapter 3. Hydrology indicating water bodies e and ground water conditions Addressed in PFR/EMP page 48 & 49 (secondary data) 500 m radius map showing the f Attached in Mining plan as Plate 12. infrastructure Addressed in PFR/EMP page 49-50 & g Land use patterns 54-55 Baseline data of the environmental h Attached as annexure 8 in PFR quality parameters No endemic and endangered species of Biodiversity of the area specifying i the flora and fauna were observed in endemic and endangered species the mining area and study area. 3 About the mining activities: Drawings indicating different Surface plan attached in Mining plan as a facilities including Reduced Level Plate 4 & 5. Details of method of working with b phasing of activities, height Addressed in Mining plan Chapter 4. and width of benches Details of drilling, blasting, c Addressed in Mining plan Chapter 5. explosives 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 & 2. 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 53.

Sl. No Question Reply 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 50-56 and other pollutants 4 About the post mine plans a Plan for green belt and fencing Addressed in PFR/EMP page 54 & 55 Periodic monitoring of b environmental quality Addressed in PFR/EMP page 61 to 64 and management Mine closure plan- demolition of structure, removal of deleterious c Addressed in PFR/EMP page 56 & 58 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 56 hardship to local inhabitants Addressing concerns of Addressed in PFR/EMP page 55, 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 51 to 56 Specific measures for Corporate d Social Responsibility with Addressed in PFR/EMP page 64. success indicators

Pre – Feasibility Report

1.0 EXECUTIVE SUMMARY OF THE PROJECT

Sri. Sukumaran, President of OTTAPPALAM TALUK KARINKAL QUARRY OPERATORS INDUSTRIAL CO-OPERATIVE SOCIETY LTD is proposing a Granite Building Stone quarry project in an extent of 0.6073 Hectares in Resurvey No. 188/1 of Vellinezhi Village of Ottapalam Taluk of Palakkad District, Kerala State. Letter of Intent was obtained from the District Geologist, Department of Mining & Geology, Palakkad and a Mining Plan was prepared by the RQP and approved by the District Geologist, Department of Mining & Geology, Palakkad.

 Granite Building stone Quarry project in Vellinezhi Village.  Category of project: ‘B2’.  Latitude: 10°54'41.46" N - 10°54'45.43" N  Longitude: 76°20'55.62" E - 76°20'57.94" E  Proposed site is private dry land, part of hilly terrain.  Proposed production is 12,500 Tones per annum  Quarry permit applied for 5 years (Mine Life 5 years)  Top soil & OB thickness varies from about 0.5 m to 1.5 m.  Top soil estimated to recover is 1230 tones.  Overburden estimated to recover is 3188 tones.  Top soil generated/recovered 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 proposed area is part of hilly terrain with Central & South part covered with Rubber Plantation. There is a mined out pit in the North part of the proposed area. Entire area is occupied by Granite Building Stone (charnockite) covered by some soil. There are no perennial water courses within the proposed area.. There are no perennial water courses within the quarry area.

 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 be sized manually and loaded into tippers/trucks manually. Transportation will be done using Tippers/Trucks from pithead to nearby consuming centers.

Commitment from applicant regarding the proposed project

The applicant/proponent is applying for Environmental Clearance to DEIAA, Palakkad for Granite Building stone in an extent of 0.6073 hectares located in Resurvey No. 188/1 of Vellinezhi Village of Ottapalam Taluk of Palakkad District, Kerala State with quarrying permit.

No child labors below 18 years will be deployed 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 Tamil Nadu state boundary is located at 32.5 Km E  The project area does not fall in CRZ zone.  The project area does not fall in Western Ghats boundary  About 2.5 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 abandoned mine pit and also from bore well/open well nearby.  The report of Baseline studies like Air, Water and Noise analysis are enclosed.  Estimated project cost: Rs. 20 lakhs.

2.0 INTRODUCTION OF THE PROJECT This is a Granite Building stone quarry project in an extent of 0.6073 hectares located in Resurvey No. 188/1 of Vellinezhi Village of Ottapalam Taluk of Palakkad District, Kerala State. The mining operations are proposed using conventional opencast method. This is a B2 Category project.

Identification of project and project proponent The proposed project is for granite building stone quarrying. Name & Address of the proponent : Sukumaran, President OTTAPPALAM TALUK KARINKAL QUARRY OPERATORS INDUSTRIAL CO-OPERATIVE SOCIETY LTD No. SIND (P) 176, Vadanamkurussi, Palakkad District – 679 121, Kerala 9847 225 195 / 9846 959 618 [email protected] wner Location of the Applied Area Name of the quarry : Granite Building stone quarry of Ottapalam Society Resurvey No. : 188/1 Village : Vellinezhi Taluk : Ottapalam District : Palakkad State : Kerala Extent : 0.6073 Ha Ownership : Private land owned by project proponent

Brief description of nature of the project The proposed area is part of hilly terrain with Central & South part covered with Rubber Plantation. There is a mined out pit in the North part of the proposed area. Entire area is occupied by Granite Building Stone (charnockite) covered by some soil. Highest elevation of the proposed area is 105 m RL and lowest is 70 m RL. The proposed area is sloping towards South and rain runoff in undisturbed area will be channeled towards South which joins to seasonal streams and in the north part towards the existing pit. There are no perennial water courses within the proposed area. 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 12,500 Tons per annum  Life of the mine is estimated to be 5 years & quarry permit is applied for 5 years.  Proposed maximum mining depth is up to 65 m RL in 5 years.

Top soil & OB thickness varies from 0.5 m to 1.5 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 & reclamation 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 material 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.

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 8 people will get direct employment and more than 5 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. Second class Mines Engineer 1 2. Mines Foreman 1 3. Mine Mate 1 4. Drilling & Blasting / Helpers 1 5. Machine Operators / Helpers 1 6. Drivers / Helpers 2 7. Other Miscellaneous services 1 Total 8

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 equipment 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.

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 12,500 Tons per annum, the quarry operation is proposed up to depth of 65 m RL in 5 years. 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 located at Chamakkunnu near Vellinezhi in Vellinezhi Village, Ottappalam Taluk, Palakkad District, Kerala. The nearest center (Town), Vellinezhi is 2.5 km away and Cherpulassery town is 9 km away and the district head quarters palakkad is 43.5 km away from the site. The project is in 0.6076 hectares located in Resurvey No. 188/1 of Vellinezhi Village of Ottapalam Taluk of Palakkad District, Kerala State.

The GPS Coordinates of the Quarry area Boundary (Datum WGS84) Pillar No Latitude Longitude BP 1 10°54'41.46"N 76°20'57.88"E BP 2 10°54'42.55"N 76°20'55.69"E BP 3 10°54'43.35"N 76°20'55.62"E BP 4 10°54'43.71"N 76°20'55.63"E BP 5 10°54'45.43"N 76°20'55.79"E BP 6 10°54'45.31"N 76°20'56.65"E BP 7 10°54'45.14"N 76°20'57.23"E BP 8 10°54'42.92"N 76°20'57.85"E BP 9 10°54'42.31"N 76°20'57.94"E

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 0.6073 Hectares. It is proposed to produce 12,500 Tones per annum of granite building stone from the quarry. The quarry operation is proposed up to depth of 65 m RL in 5 years, by conventional open cast mechanized quarrying by deploying jackhammer, drilling and blasting, Excavation, sizing, excavation & loading the Building stone manually and tippers 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 Minor Mineral Concession rules 2015. The details of the reserve calculation are as given below:- BLOCKED MINEABLE

m.) m.)

(m) (m)

Bulk Bulk

Total Total

(Tone) (Tone)

BENCH BENCH

Section Section Section

Density Density

Quantity Quantity

Area (sq. Area (sq.

Influence Influence Influence X1-X1' 95 34.41 34.6 2.5 2976 95 0 28.0 2.5 0 90 38.4 34.6 2.5 3322 90 5.43 28.0 2.5 380 85 77.87 34.6 2.5 6736 85 0.53 28.0 2.5 37 80 114.38 34.6 2.5 9894 80 30.31 28.0 2.5 2122 75 179.44 34.6 2.5 15522 75 79.47 28.0 2.5 5563 70 231.22 34.6 2.5 20001 70 27.7 28.0 2.5 1939 65 258.92 34.6 2.5 22397 65 0 28.0 2.5 0 80846 10041 X2-X2' 95 26.43 25.0 2.5 1652 95 5.71 25.0 2.5 357 90 62.5 25.0 2.5 3906 90 19.67 25.0 2.5 1229 85 87.51 25.0 2.5 5469 85 26.17 25.0 2.5 1636 80 146.18 25.0 2.5 9136 80 24.77 25.0 2.5 1548 75 203.2 25.0 2.5 12700 75 89.33 25.0 2.5 5583 70 256.22 25.0 2.5 16014 70 48.6 25.0 2.5 3038 65 304.82 25.0 2.5 19051 65 0 25.0 2.5 0 67929 13391 X3-X3' 95 0 40.4 2.5 0 95 0 32.1 2.5 0 90 18.29 40.4 2.5 1847 90 6.13 32.1 2.5 492 85 63.93 40.4 2.5 6457 85 21.6 32.1 2.5 1733 80 89.5 40.4 2.5 9040 80 76.75 32.1 2.5 6159 75 138.14 40.4 2.5 13952 75 181.68 32.1 2.5 14580 70 206.19 40.4 2.5 20825 70 135.45 32.1 2.5 10870 65 285.3 40.4 2.5 28815 65 56.33 32.1 2.5 4520 80936 38355

SUMMARY OF RESERVES SECTION BLOCKED (MT) MINEABLE (MT) GEOLOGICAL (MT) X1-X1' 80846 10041 90887 X2-X2' 67929 13391 81319 X3-X3' 80936 38355 119291 TOTAL 229711 61786 291498

ESTIMATED TOPSOIL & OVERBURDEN DESCIPTION QUANTITY (TONNES) Top Soil 1230 Overburden 3188 TOTAL 4417

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

DRILLING & BLASTING

EXCAVATION, SIZING & LOADING MANUALLY

TRANSPORTATION USING TIPPER

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 10 to 15 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, the sized material shall be loaded into tippers/trucks manually and shall be transported to nearby crushing unit or consuming centres. 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.

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 mined out pit and will be used for water recharging

Energy All quarry activities will be carried out using diesel operated machineries like compressor operated drills and 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.

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 2.5 KLD and the water will be met from the rain water harvested in abandoned pit or from open well/tube well nearby. Detail of water requirements are as given below: Description Quantity Dust Suppression 1.0 KLD Domestic Purpose 0.5 KLD Green Belt 1.0 KLD Total 2.5 KLD

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 recovered is 1230 tones and overburden is 3188 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.

Schematic representations of the feasibility drawing which give information of EIA purpose

Project Identification (Project Site location & extent)

Submission of Application Form 1M, PFR & Approved Mining plan

Scope of DEAC

Presentation & Site Visit (if required)

EIA not required (Since B2 category)

Appraisal & Recommendation by DEAC

Approval by DEIAA

4.0 SITE ANALYSIS Connectivity  The road from proposed area enters into Vellinezhi Charakkulam Panchayath Road which leads Vellinezhi Karumanankurussi Road. This road is connected to Palakkad Cherpulassery Road. The same road will be maintained and utilized for transportation.  The Nearest Railway station is Vallapuzha, 18.5 Km by Road.

Land Form, Land use and Land ownership The entire project area is 0.6073 Hectares, which is non-forest, private land and there is no habitation in the propose site. The land is owned by the applicant.

Resurvey Area District Taluk Village Classification No. (Ha) Private dry land Palakkad Ottapalam Vellinezhi 188/1 0.6073 (non forest)

Topography (along with map) The proposed area is part of hilly terrain with Central & South part covered with Rubber Plantation. There is a mined out pit in the North part of the proposed area. Entire area is occupied by Granite Building Stone (charnockite) covered by some soil. Highest elevation of the proposed area is 105 m RL and lowest is 70 m RL. The proposed area is sloping towards South and rain runoff in undisturbed area will be channeled towards South which joins to seasonal streams and in the north part towards the existing pit. There are no perennial water courses within the proposed area. Contour map/surface plan Map showing topography of the applied mining area is enclosed in Mining Plan as Plate 4.

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. Most part of the proposed quarry site is covered with Rubber Plantation. There is a mined out pit in the North part of the proposed area. The granites building stone are present in the existing quarry pit in proposed site. The quarrying operation will be restricted up to depth for 65 m RL in 5 years. Hence the quarry operation will not affect the ground water table.

 No CRZ within 5km radius of the project site.  The Tamil Nadu state boundary: 32.5 Km E  The applied area does not fall in ESA as per WGEEP report.  Arabian Sea is located at 25.10 km W.

Existing Infrastructure The mining area is approachable by existing Vellinezhi Charakkulam Panchayath Road which leads Vellinezhi Karumanankurussi Road. This road is connected to Palakkad Cherpulassery 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 1.5 m. These soils are well drained, low in organic matter and plant nutrients. 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 & reclamation purposes.

Climatic data from secondary sources The climate in the proposed & surrounding area is tropical. The average annual temperature in this area (Cherpulassery) is 27.6 °C. In a year, the average rainfall is 2556 mm. Most of the precipitation here falls in July, averaging 684 mm. The wind is predominantly from west and east during morning as well as in the evening hours. The wind speed is high during August (13.6 kmph). The humidity is higher during the monsoon period i.e. from June to September. It is around 90% during this period. All through the year, the humidity is high during the morning hours.

Social infrastructure available  The nearest town is Cherpulassery, educational & other facilities are available there.  Medical facilities, Primary Health Centre are available at the nearby towns  Communication services like mobile phones network are available in the site.

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 0.6073 Ha. The proposed production is 12,500 Tons 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, sizing of material manually 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.

Population projection Man power requirement for mining is estimated to be 10 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:

Particular At Present After 5 yr Conceptual Area under Quarry pit 0.1574 0.3851 0.3851 Area under infrastructure / plant 0.00 0.0 0.0 Green belt / plantation 0.1200 0.2222 0.2222 Reclamation by plantation 0.0 0.0000 0.3584 Reclamation by water reservoir 0.0 0.0000 0.0261 Area for future use / undisturbed 0.3299 0.0000 0.0 TOTAL 0.6073 0.6073

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 10 no of employees and local persons will be given employment preference, no residential area/ housing are proposed.

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: Following are the social infrastructure available near to the site

Distance Description Name & Place (by Road) Police station Cherpulassery Police Station 7.6 km Fire Station Shornur Fire Station 23.5 km Railway station Vallapuzha Juntion 18.5 kmxs Airport Karipur Airport 67.5 km Cherpulassery Cooperative Hospital 10 km Hospital PHC,Vadakkan Vellinezhi 1.5km 1.5 km ESTM ALP School, Chaamakkunnu School 700 m SE Sabary Trust High Secondary School, Adakkaputhur 7.7 km Masjid Mangod Masjid 4.6 km Temple Ayyappa temple 300 m W

 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 spend Rs. 1.20 Lakh per annum for various social development activities.  First aid facilities to the workers employed at site.  Indirect employment & allied business opportunities 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 Vellinezhi Charakkulam Panchayath Road which leads Vellinezhi Karumanankurussi Road. This road is connected to Palakkad Cherpulassery Road. The same road will be maintained and utilized for transportation.  The Nearest Railway station Vallapuzha 18.5 Km by Road.

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 1.00 KLD Domestic Purpose 0.50 KLD Green Belt 1.00 KLD Total 2.5 KLD

The required water will be met from rain water harvested in the nearby abandoned 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 1.5 m and will be removed during the mining operations. Topsoil & OB recovered 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 electrical operated machineries or equipment’s proposed in this project, so there will not be any electric power or diesel 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) 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 infrastructure like office & civil works)  Machinery & Equipment (On rent basis)  Processing Fees, Consultancy charges & Chalan for availing various licenses like EC, Pollution & Panchayat Licenses.  Provision for contingencies.  Margin money for working capital

The estimated total cost of the project is Rs. 20.00 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 mined out area will be reclaimed 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 government through royalty on the stone and other taxes like GST.  The applicant will carry out various socio-economic welfare activities in the nearby villages.  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 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.

Environmental Management Plan (EMP) WITH CSR

1. INTRODUCTION OF THE PROJECT/PROPONENT The proposed Granite Building Stone quarry project of Sri. Sukumaran, President of OTTAPPALAM TALUK KARINKAL QUARRY OPERATORS INDUSTRIAL CO-OPERATIVE SOCIETY LTD is in an extent of 0.6073 Hectares in Resurvey No. 188/1 of Vellinezhi Village of Ottapalam Taluk of Palakkad District, Kerala State with quarry permit. The Project Proponent is 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 prepared 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 Vellinezhi 2. Taluk Ottapalam 3. District Palakkad 4. State Kerala 5. Resurvey No. 188/1 6. Extent 0.6073 Ha 7. Latitude 10°54'41.46" N - 10°54'45.43" N 8. Longitude 76°20'55.62" E - 76°20'57.94" E 9. Water Requirement 2.5 KLD 10. Elevation Highest 105m RL to Lowest 70 m RL 11. Land use at the project area Private Dry land 12. Nearest Human settlement House at 105.8 m away 13. Nearest Habitation Malliyoor colony: 300 m E 14. Seismic zone Seismic Zone-III as per seismic zone map of India, 2001.

2.1 Physiography /Topography The proposed area is part of hilly terrain with Central & South part covered with Rubber Plantation. There is a mined out pit in the North part of the proposed area. Entire area is occupied by Granite Building Stone (charnockite) covered by some soil. Highest elevation of the proposed area is 105 m RL and lowest is 70 m RL. The proposed area is sloping towards South and rain runoff in undisturbed area will be channeled towards South which joins to seasonal streams and in the north part towards the existing pit. There are no perennial water courses within the proposed area. The contour map/surface plan of the proposed area is enclosed in the mining plan as plate 4.

2.2 Geology of the area Regional Geology The area forms a part of the Precambrian metamorphic complex of Palakkad district, comprising mainly rocks of the Charnockite Group. The rock observed in study area is hard, massive and dense in nature. The basic charnockite (Granite Building Stone) is more granulitic and contains clino- and ortho- pyroxenes, feldspar, biotite and garnet whereas the acid variety (alaskite/ enderbite) is greenish black, coarse-grained, massive to poorly foliated rock consisting of quartz, feldspar and pyroxenes. Basic charnockite has low- potash feldspar and more clinopyroxene. . Local Geology The rock type available in the applied area is Granite Building Stone (Charnockite). At places the charnockite is covered by some soil and top soil is very thin .5m to 1.5m wherever it occurs. The already worked out portion as well as nearby quarry establishes the existence of granite building stone (Charnockite) within the project area beyond doubt.

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, jackhammer, compressors, breakers & excavators, hand shovel, picks etc. The targeted maximum annual production of Stone is about 12,500 TPA.

Site Preparation  Development of road (approach road & haul road) from the proposed quarry using natural gradient of the hill for movement of tippers if required.  Removal of the soil cover and expose the rock if required.

 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.  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 10 to 15 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 up to depth of 65 m RL in 5 years.

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 1 Diesel 3 Tippers 1 Diesel 4 Lorry with water tank 1 Diesel 5 Jeep 1 Diesel

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 10 employees directly and more than 5 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 Power / Energy All quarry activities will be carried out using diesel operated machineries 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.

Water 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 1.0 KLD Domestic Purpose 0.50 KLD Green Belt 1.0 KLD Total 2.5 KLD

The required water will be supplied from rainwater accumulated in abandoned pit and from bore well & open well for domestic purpose.

Infrastructure The site services like office, rest room, shelter, first aid box, drinking water & toilet etc will be provided at the mine site.

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 Poluchem Laboratories (P) Ltd., Chemical, Environmental and Microbiology Laboratory, Pallath Building, N. Kalamassery P.O., Ernakulam – 683 104, to evaluate the base line status of the project site with state & district SEIAA/DEIAA guidelines. a. 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 PM10 IS-5182 part – 23, 2006

B PM2.5 WI/AMB2.5/01

C Sulfur dioxide SO2 IS 5182 Part – 2, 2001

D Nitrogen dioxide NO2 IS 5182 Part 6, 2006

Ambient Air Quality Monitoring Results

Location PM10, µg/m3 PM2.5, µg/m3 SO2, µg/m3 NOx, µg/m3

Near East side boundary 43.6 22.3 9.7 6.2 NAAQS Standards 100 60 80 80

Results & Conclusions: The results obtained is attached as Annexure – 8 in PFR. It is observed that the ambient air monitoring results obtained are well within the prescribed standards (NAAQS) with respect to PM10, PM2.5, NO2 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 from south side boundary of 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 South side boundary 49.6 33.8 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 as Annexure – 8 in PFR.

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 an open well (Drinking Water) outside (from Radhakrishnan House SW side) the proposed quarry area. 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 as Annexure – 8 in PFR. It is seen from the results that the water quality with respect to ground water were found to be well within the prescribed water standards (IS 10500:2012) The water is observed to be suitable for general 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. Valley fills are noticed along the valley portion and along the river terraces/banks of Ottapalam block close to our site. Wet lands like paddy fields are located near to the site and Bharathapuzha River also flowing close to the site. In the Consolidated formations the depth of 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.

3.5 Water regime There is no nallahs exist in the proposed quarry area. The annual rainfall in this area (Cherpulassery) is 2556 mm. Most of the precipitation here falls in July, averaging 684 mm. Out of this, major rainfall contribution is from SW monsoon followed by the NE monsoon. The South West monsoon is usually very heavy and nearly 73.5% of the rainfall is received during this season. NE monsoon contributes nearly 16.4% and March to May summer rain contributes nearly 9.9% and the balance 0.2% is accounted for during January and February months.

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 surrounding 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 south part of the proposed area is covered with Rubber and the surrounding area of the project site ie the slopes of the hilly terrain and plains are under Rubber Plantation. There are local shrubs, grass, climbers, bushes and native trees like Coconut, mango, cashew, palms etc also. 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. In some part of the proposed area and surroundings there is Rubber Plantation. There are local shrubs, grass, climbers, bushes and native trees like mango, cashew, palms etc also. Entire proposed area is occupied by granite building stone (charnockite) with some top soil, thickness varying from 0.5m to 1.5m wherever it occurs. There is a mined out pit in the North part of the proposed area. There are no habitations in the Mining/ quarry area. The nearest habitation is 105.8 M SW 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 0.1574 2. Area under infrastructure / plant 0.00 3. Green belt / plantation 0.1200 4. undisturbed 0.3299 Total area 0.6073

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 rubber trees. In 10 km radius from the periphery of the Mining/ quarry area, there is no inter- state boundary and reserve forest. The proposed area does not come under CRZ category.

3.8 Climatic conditions: The climate in the proposed & surrounding area is tropical. The average annual temperature in this area (Cherpulassery) is 27.6 °C. In a year, the average rainfall is 2556 mm. Most of the precipitation here falls in July, averaging 684 mm. The wind is predominantly from west and east during morning as well as in the evening hours.The wind speed is high during August (13.6 kmph). The humidity is higher during the monsoon period i.e. from June to September. It is around 90% during this period. All through the year, the humidity is high during the morning hours.

3.9 Human settlement: There is no human settlement in the quarry area. The nearest human settlement is 105.8 M 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.  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, equipment.  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 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 In surrounding of quarry area, the ground water level is 6-10 m below the general surface. Hence no ground water is going to encounter during quarrying. So there shall not be any impact on water quality. And anyhow the granite building stone is not hazardous. Bottom part of the mined out pit i.e. 0.0261 Ha will be used for Rain Water Harvesting/ water reservoir which will help in recharging of water.

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 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 6-10 m below the general surface. Hence no ground water is going to encounter during quarrying. So 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 is a small change in land use pattern. The land use pattern at present, plan period and plan period (conceptual period) are given in the Table below:-

Land use pattern at present, plan period and conceptual period Particular At Present After 5 yr Conceptual Area under Quarry pit 0.1574 0.3851 0.3851 Area under infrastructure / plant 0.00 0.0 0.0 Green belt / plantation 0.1200 0.2222 0.2222 Reclamation by plantation 0.0 0.0000 0.3584 Reclamation by water reservoir 0.0 0.0000 0.0261 Area for future use / undisturbed 0.3299 0.0000 0.0 TOTAL 0.6073 0.6073

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, 0.3584 Ha mined out area will be reclaimed back and used for plantation. Bottom part of the mined out pit i.e. 0.0261 Ha 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 / 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. 150 trees of different native species will be planted in Safety zone. Apart from this plantation of another 250 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 proposed tree species to be planted are Nelli, Neem, Bamboo, Tamarind Tree (Puli), Choolamaram (Kattadi), Pongilium, Pala, Vaka, Konna, Mango Tree, Rajamalli etc.

4.13 Topsoil & Overburden Management: 1230 tones 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. 3188 tons 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 10 direct & more than 5 number of indirect employment to local people. Besides social activities is proposed which will be beneficiary to surrounding 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, canteens, 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  Proper, safe and careful handling and use of explosives by competent blasters having Blaster's Certificate of Competency issued by DGMS.  Proper security 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.

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 equipment 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.

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.

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 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 equipment 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.

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.

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 outside 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 mining Level months within mining operation like recording; (Noise level area & one

drilling/ blasting/ Leq(day), in dB (A) for location

vehicular Leq(night) day and outside. movement. night time. Generation of Maintain Periodic Mine working vehicular noise records of during area vehicles operation phase 3 Run-off No settled discharge. Quality of run- Periodic Garland 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 Management design measures are drainage and operation area during working effectively. records phase rains thereof 5 Water Monitoring of used Comprehensiv Once in 6 One location Quality and water quality & e monitoring months within mining Water Levels groundwater quality as per IS area & one and levels 10500 location Depth of outside

Sl. Environment Action to be Parameters Frequency Location No. Aspect Followed for of Monitoring Monitoring ground water table

6 Emergency Fire protection and Mock drill Periodic Explosive preparedness, safety measures to records, on site during magazine, such as fire take care of fire and emergency operation mine fighting explosion hazards, plan, phase machinery to be assessed and evacuation steps taken for their plan prevention. 7 Maintenance Vegetation, No. of plants, NA Plantation of flora and greenbelt species, area in mine. fauna development survival rate 8 Waste No significant waste NA NA quarry area Management generated, only topsoil & OB recovered, 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 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 0.25 haul road & plantation area (pumps, pipes) 2 Water Pollution Control (Garland drains & 0.30 0.20 Settling tanks, check dam/gully plugs, etc) 3 Environmental Monitoring and Management -- 0.25

4 Green belt Development & Plantation 0.30 0.20

5 Fertilizer, Manure, Manpower, etc. 0.10 0.05

6 Fencing 0.40 0.05

Total 1.50 1.00

11. SOCIAL (CORPORATE)RESPONSIBILITY A Social activity budget 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, and Social Aspects. The proposed social activities are associated with Vellinezhi Grama Panchayat and are as given below:- Amount Slno Particular (Every Year) 1 Supply of domestic water in Malliyoor colony 25,000.00 Assistance (Medical, Education & Health) to financially backward 2 25,000.00 people in Malliyoor colony Contribution towards Maintenance & Development of PHC 3 20,000.00 Vellinezhi. Contribution towards Maintenance & Development of 4 25,000.00 Charakkulam Anganavadi Contribution towards Maintenance & Development of ESTM ALP 5 25,000.00 School, Chaamakkunnu TOTAL 1,20,000.00 Total amount for 5 years is Rs. 6,00,000.00 (Rupees Six lakhs only)

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 Government will benefit from the revenue in the form of Royalty and taxes (GST) 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.

ANNEXURE

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Form 26,{5

Annual Tax Statement under Section 203AA of the Income Tax Act. 1961

' See Section 203AA and second provision to Section 206C (5) of the lncome Tax Act, 1961 and Rule 3lAB oflncome Tax Rules. 1962

OTTAPPALAM TALUK KARINKAL QUARRY OPERATORS INDUSTRIAL COOPERATIVE SOCIETY LTD KOTTAPADI VEEDU, VADANAMKURUSSI, SHORNUR, OTTAPPALAM, PALAKKAD. KERALA. 679I24

' Above data / Status of PAN is as per PAN details. For any changes in data as mentioned above, you may subrnit request for corrections. Refer ww.tin-nsdl.com / ww.utiitsl.com for more details. In case of discrepancy in status of PAN please contact !our Assessing Officer Communication details TRACES ' for can be updated in 'Profile' section. However, these changes witl not be updated in pAN database as mentioned above

- PAR| A Details of I'ax i)etlucted at So*rre (All amount values are in INR)

PAR'X' Al - tr)efxiLi ol"llux llcducfcd :rt Souree fol t5G I XSAi

PAIRT A2 Flctnils lleduc€e*l ,ir{ - *l?a>l $E,$yce on S*[r *f ]nrnr+r,ahlc Properay u/s 191{'4,1 r.DS on f,tent of Property u/s ! 94lB (For selle r/.l,rndlord of Fnrpert.r)

No Transactions Present

PAilt?'il - l)r:tuils of "l'ax Callecfcri at Souree

I DISTRICT OFFICE DEPARTMENT OF MINIG AND :,1,ffi"'..5ffii GEOLOGY PALAKKAD CHNDOO853G 340000.00 6800.00 6800.00 p,kaq.fs,tissrt*"i$ffii l'trffii;rBsbkffic" arks Tcsl.p"riLe 206CH 3l-Dec-2016 )' 5-Jan-2017 75000,00 1500.00 1500.00 206CH 3 I -Dec-201 6 I 5-Jan-2017 20000.00 400.00 400.00 3 206CH 3l-Dec-2016 t 5-Ian-2017 20000.00 400.00 400.00 206CH 30-Seo-20 I 6 l8-Oct-2016 75000.00 1500.00 1500.00 5 206CH 30-Sep-2016 I 8-Oct-2016 75000.00 1500.00 1500.00 6 206CH 30-Sep-201 6 I 8-Oct-201 6 75000.00 1500.00 1500.00 llAR'I' C'- Dctails of 'l'ar Paid tothcr than '.1'[)S or 'l]CS]

PART'D f)elails of Faid ltelirnd

PART ll - Details of AIII'I'r*nsnction

98 Assessee PAN: AADFO4822D Assessee Nme: OTTAPPALAM TALUK QUARRYOPERATERS INDUSTRIAL SOCIETY LTD AssessmentYear: 2Ol7-18

No Transactions Present

Notes for AIR :

1. Due date for filing Annual Information return by specifed entities (Filers) is 3lst August, immediately foltowing the FY ln which transaction is registered / recorded. This section will be updoted after filing AIR. 2. Transaction amount is total amount reported by AIR filer. It does not reflect respective share ofeach individual in joint party transaction.

PARTF DctailsofTuDeductedatScurceonSaleoflntnovablePrantrtvu/r19.!I;tiTllsnnRlnrafProrrr.rivrr/(t.l.irRJtrnrRrrt'ar/TarroniarDpa--,Deducted at Scurce on sale of lnrnovable Pr{rprrr.y u/s l94lz\i TDS o$ Rcnt of propsrt,y u/s l94IB (For Bu.yer/Tenant of property)

Present

P.AR'I' G -'I'DS Det'aulfs* (Processing of Staternents) (All amount values are in INR)

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:t:..

Contact Information

ri ',ir'l;. ii.lJ'

NSDL / Concerned Bank Branch

* Status ofBooking

Deductors have not deposited U Unmatched taxes or have furnished incorrect particulars of tax payment. Final credit will be reflected only when payment details in bank match with details of deposit in TDS / TCS statement Provisional tax credit is effected P Provisional only for TDS / TCS Statements filed by Government deductors."p" status will be changed to Final (F) on verification of payment details submitted by pay and Accounts Officer (pAO)

In case of non-government deductors, payment details of TDS / TCS deposited in bank by deductors have matched with the F Final payment details mentioned in the TDS / TCS statement filed by the deductors. In case of government deductors, details of TDS / TCS booked in Government account have been verified with payment details submitted 6y pay & Accounts Officer (pAO)

Payment details of TDS / TCS deposited in bank by deductor have matched with details mentioned in the TDS / TCS statemenr o Overbooked but the amount is over claimed in the statement. Final (F) credit will be reflected only when deductor reduces claimed amount in the statement or makes additional payment for excess amount claimed in the statement

** Remarks

Rectification of error in challan bank Rectification of error in statement Rectification of error in AIR filed fi er Rectification of error in Form 24G filed by Accounts Officer Rectification of eror in Challan Officer Lower/ No deduction certificate u/s 197

# Total Tax Deducted includes TDS, Surcharge and Education Cess ## Tax Deducted includes TDS, Surcharge and Education Cess + Total Tax Collected includes TCS, Surcharge and Educalion Cess ++ Tax Collected includes TCS, Surcharge *'Total and Education Cess TDS Deposited will not include the amount deposited as Fees and Interest lfl# Total Amount Deposited other than TDS includes the Fees , Interest and Other ..etc

99 100 KE 2OOO Rs.

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