Sendurai Limestone Mines (New Captive Mine) Extent - 21.925 Ha … · 2014-02-22 · Chettinad...

Chettinad Cement Corporation Limited

Sendurai Limestone Mines (New Captive Mine)

Extent - 21.925 Ha & Production - 0.33 MTPA

Sendurai Village, Sendurai Taluk, Ariyalur District, Tamil Nadu

Environmental Clearance under EIA Notification 2006 Schedule Sl. No. 1(a) & Category ‘B’

Summary Environmental Impact Assessment (TORs awarded vide SEAC/TN/F No. 605/M-XXXVII/TOR-116/2012 dated 21.03.2013)

September 2013

EIA Consultant

Environmental System Consultants & Ambiente Lab Solutions Private Limited

(EIA Consultant has been provisionally accredited for Sectors 1, 9, 31 & 33 - Category ‘A’ by QCI-NABET

Sl. No. 58 in the List of EIA Consultants dated 05.09.2013) Old 7, New 14, Shanmuga Naicker Street,

K K Nagar, Chennai-600 078. Phone : 044-2364 3663; Fax-044-2364 2663

e-mail : [email protected]

Chettinad Cement Corporation Ltd. EC for Sendurai Limestone Mine, Ariyalur-Extent 21.925 Ha-Production 0.33 MTPA

Ensyscon & Amblabs, Chennai-78.

Summary Environmental Impact Assessment

1.0 Project Description 1.1 Project Proponent M/s. Chettinad Cement Corporation Limited (Chettinad Cement), incorporated in 1962, are one of the biggest industrial houses in South India, steered under the versatile, dynamic and pragmatic Leadership of Dr.M.A.M.Ramasamy, Chairman and his son Shri.M.A.M.R.Muthiah, Managing Director following the footsteps of Dr. Rajah Sir M.A.Muthiah Chettiar. The Chettinad House is today engaged in activities such as Cement, Granite, Silica, Garnet, Engineering, Hospital, Information Technology, Plantations, Steel & Textile Trading, Shipping, Transportation, Stevedoring, Clearing & Forwarding, Logistics, etc. Chettinad Group is touching and uplifting the lives of the people by establishing and maintaining world class industrial, infrastructural, educational and health care facilities to give quality products and services. Shri.C.Sudhakar, Technical Director (TD) is heading the Cement Division and dealing with the environmental issues and EC compliances. Chettinad Cement has the well laid down Environmental Policy approved by its Board of Directors. The communication address of Corporate Office is: The Technical Director, Chettinad Cement Corporation Limited 9th Floor, Rani Seethai Hall Building, 603, Anna Salai, Chennai-600 006. Tel. Nos. : 044-4298 8659 Fax No. : 044 -2898 8669 e-mail : [email protected] Chettinad Cement is having a major presence in cement manufacturing and is producing Ordinary Portland Cement, Portland Pozzolana Cement, Slag Cement, etc. and marketing their products with brand name Chettinad Royal Grades 53 & 43, Chettinad PPC, Sulphur Resistant Cement, Super Grade Cement, etc. Chettinad Cement had established Cement Plants at Puliyur, Karur District (in 1968 and is now producing about 1.7 million tons per annum-MTPA-cement), Karikkali, Dindigul District in 2001 (4.5 MTPA), Kilapaluvur, Ariyalur District in 2009 (5.5 MTPA) of Tamil Nadu and Kallur, Gulburga District, Karnataka in 2011 (2.5 MTPA). Chettinad Cement is in possession of the following Certifications : v IS/ISO 9001 : Quality Management System Certification. v IS/ISO 14001 : Environmental Management System Certification. v IS 18001 : Occupational Health Safety Management System Certification. Chettinad Cement has also bagged a number of National Awards from various National Agencies/Forums.



1.2 Project Profile Chettinad Cement is operating its Kilapaluvur Cement Plant near Ariyalur since 2009 and the existing production capacity of the Plant is 5.5 MTPA Cement. The Plant operations are in compliance with the conditions/norms stipulated in the Environmental Clearances awarded by the Ministry of Environment and Forests (MoEF) and Consents to Operate granted by Tamil Nadu Pollution Control Board (TNPCB). Kilapaluvur Cement Plant requires limestone about 5.5 MTPA. Chettinad Cement has 10 Captive Mines in the Ariyalur Region which are supplying/going to supply about 3.305 MTPA limestone. In order to meet the additional limestone demand, Chettinad Cement has to open up the new Mine Blocks in Ariyalur area. Sendurai Limestone Mine is one of the mines to be opened and operated immediately for 0.33 MTPA Limestone & Marl production to cater the Cement Plant. Chettinad Cement Sendurai Limestone Mine is a fresh Mine over an extent of 21.925 Ha owned by the Company in SF Nos. 110, 151,152,156,157,158,159, etc. in Sendurai Village, Sendurai Taluk, Ariyalur District of Tamil Nadu State (Fig. 1.1). The Mining Lease (ML) area is located at 1.5 km in the east-northeast from Sendurai and is accessible from Ariyalur-Sendurai-Jeyankondam State Highway (SH) - 139. There is no Forest/Govt. Land involved as the Lease Area is Company owned Patta Land. There is also no Rehabilitation & Resettlement (R&R) issue due to the Proposal. There is no litigation/pending case against the proposal. Project Area does not fall in Critically Polluted Industrial Clusters listed by CPCB. There is no grass land in the ML Area vicinity. Precise Area Communication (PAC) has been accorded by the State Department of Geology and Mining vide Letter No. 2390/MMI/2009 dated 25.02.2011. Mining Plan has been approved by the Regional Controller of Mines, IBM, Bengaluru vide Letter No. TN/ALR/MP/LST/1785-SZ/1189 dated 10.12.2012. The reserve assessed is 28,28,000 Tons of Limestone and 27,80,000 Tons Marl (Total 56,08,000 Tons) which is categorized as ‘Inferred Mineral Resource-‘333’. It is proposed to operate the mine for a production of 0.33 MTPA consisting of Limestone (0.231 MTPA) and Marl (0.099 MTPA) during the Plan Period. The mined out minerals do not require any beneficiation. Fully Mechanized Opencast Conventional Method will be adopted in conjunction with Non-Conventional Method of Mining by deploying Rock Breakers to avoid secondary blasting as needed. However, primary blasting will be done as part of Conventional method of mining. The Mine Layout is given as Fig. 1.2. The mine will be worked by deploying heavy earth moving machineries for the removal of top red soil, overburden as well as limestone. During the first year of the Plan Period, the exploration as per UNFC will be completed and during the subsequent six month block period, entire top soil and overburden will be removed and stacked in the area ear marked. The production will commence during the second year onwards. Pneumatically operated wagon drills of 100-115 mm diameter holes will be engaged for carrying out drilling operations. The drills will be operated with the help of diesel operated screw compressors. Slurry explosives and ANFO will be used for carrying out deep hole blasting in mines. Loading of blasted







limestone will be carried out with the help of Hydraulic Excavator of 1m3 bucket capacity. The limestone will be transported to the Kilapaluvur Cement Plant by 20 ton Tarus tippers. No processing or

beneficiation of the ore or mineral mined is planned. Mine Profile :

Pit Dimension : 400 x 350 m

Proposed Production : 0.33 MTPA @ 1100Tons per day (TPD) Working Days : 300 No. of Shifts : 2 Life of the Mine : 15 Years Bench height : 5 m Bench width : >5 m

Bench slope : 45o Ore-OB Ratio : 1:0.58 during the Plan Period (1:0 from 2nd Year onwards)

Ultimate Pit Limit : 15.5 m (below ground level-bgl) Top RL – 85 m & Bottom RL – 69.5 m Ground Water-table at : 20 m bgl (Postmonsoon) & 25 m (Premonsoon) The water table is found at a depth of 20 m during rainy seasons and at 25 m during dry season. Thus, the Mining will not intersect the ground water table. Mine production programme for the first five years period is given in Table 2.1.

Table : 2.1 Yearwise Production

Year Bench (RL), m

Top Soil & OB,

Tons

Limestone, Tons

Marl, Tons

Total Production, Tons

Ore-OB Ratio

I

Top Soil (85.0 - 84.5) 51188 - -

Nil 0 : 1 OB (84.5 - 79.5) 511875 - -

II Limestone &

Marl (79.5-74.5)

- 231000 99000 330000 1:0

III Limestone (74.5 - 69.5) - 194173 83217 277390 1:0

IV Limestone & Marl (79.5-74.5) - 107352 46008 153360 1:0

V

Limestone & Marl (79.5-74.5) - 72450 31050 103500 1:0

Limestone (74.5 - 69.5) - 69552 29808 99360 1:0

Total 563063 674527 289083 963610 1:0.58



1.3 EIA Study The proposed Mining Project is falling under Category ‘B’ (mining in <50 Ha) of EIA Notification 2006 and needs the Environmental Clearance from Tamil Nadu State EIA Authority (TNSEIAA). Accordingly, an Application has been submitted to TNSEIAA on 26.11.2012. The proposal was considered by the Honourable TN State Expert Appraisal Committee (SEAC) during its 37th SEAC Meeting held on 4th March 2013 in determining the Terms of References (TORs) for undertaking EIA study in accordance with the provisions of the EIA Notification 2006. The finalised TORs were communicated vide Letters SEAC/TN/F No. 605/M-XXXVII/TOR-116/2012 dated 21.03.2013. The Project Proponent has entrusted the EIA-EMP Study on M/s. Environmental System Consultants & Ambiente Lab Solutions Private Limited, Chennai. The EIA Consultant has been provisionally accredited for the Sectors 1 (Mining), 9 (Cement Plants), 31 (Industrial Estates/SEZs) and 33 (Ports & Harbours) – Category ‘A’ Projects by the National Accreditation Board for Education & Training (NABET), Quality Council of India vide its Letter NABET/EIA/03/12/012 dated 30.03.2012 (Sl. No. 58 in the List of Accredited EIA Consultants-5th Sep. 2013). The baseline environmental monitoring was carried out during April-May-June 2013 (Summer Season) by a National Accreditation Board for Testing and Calibration Laboratories. The EIA Report has been prepared as per the generic structure proposed in EIA Notification 2006 and the EIA Manual for Mining Projects. The Awarded TORs are also incorporated in the EIA Report and submitted along with Summary EIA Report (both in English & Tamil) for Public Consultation/Public Hearing and Environmental Clearances.

2.0 Description of the Environment 2.1 Environmental Setting The Mine is located inbetween 11o15’09”-11o15’30” N Latitude & 79o11’13”-79o11’35” E Longitude (Fig. 2.1) (Survey of India Topo Sheet No. 58 M/4). The area is about 94-96 m above Mean Sea Level (aMSL). There is no environmental issue at the site. Except the existence of Managethi Reserved Forest (9 km in SE), there are no eco sensitive areas like National Parks, Wildlife Sanctuaries, Biosphere Reserves, Elephant Corridor, Mangroves, Archaeological/Historical Monuments, Heritage sites, etc. within 10 km from the proposed site boundary. Kuvagam RF (10.1 km in NE) and Udaiyarpalayam RF (11.5 km in SE) exist within 15 km radius area. Most of the Reserved Forests are cashew plantations. Viluppanankurichi is the nearest hamlet at a distance of 0.75 km in northeast. Taluk Head Quarters Sendurai is at 1.5 km west-southwest with 8,317 persons in 2,044 Households (HHs) as per 2001 Census. District Head Quarters Ariyalur is at a distance of 18 km (aerial distance) in southwest from the mines. Ariyalur Town is a Class III Town with a population of 27822 persons in 6305 Households. Industries in the Region : There are 8 major and 1 mini Cement Plants in the Ariyalur Region. Besides Chettinad Cement Kilapaluvur Plant (5.5 MTPA), Dalmia Cement-Kallakkudi (4.02 MTPA), State Government owned TANCEM-Kallankurichi (0.6 MTPA), Grasim/Ultratech Cement-Reddippalaiyam (1.2 MTPA), Madras Cements-Govindapuram (5.5 MTPA), Dalmia Cement-Tamaraikulam (3.0 MTPA), India





Cements – Dalavoi (2.5 MTPA) and Madras Cements - Alathiyur (3.0 MTPA) are the major Cement Plants. Jeppiar Cement (0.3 MTPA) in Kilamattur is the mini Cement Plant. These Cement Plants and others have their Limestone Mines in the Region. 2.2 Baseline Environmental Status The study area of 10 km radius (from boundary) (Fig. 3.1) has been considered for assessing the baseline environmental status. Project Area does not fall in Critically Polluted Industrial Clusters listed by CPCB. The study area exhibits plain terrain with a gentle slope towards east and north. The minimum and maximum elevation of the study area is 45 m and 115 m amsl respectively. There is no marked riverine system in the area. There are small seasonal streams/nallahs flowing towards north as well as south to join Anaivari Odai in the north and River Kallar in the south. The overall drainage pattern of the region appears to be dendritic. There are irrigation tanks and ponds in the study area which receive water during the monsoon periods. Considering the Environmental setting of the project, project activities and their interaction, environmental regulations and Standards, following Environmental Attributes have been included in EIA Study. v Site specific Micrometeorological Data (hourly readings from core zone) on wind speed & direction

(wind roses), temperature, humidity, cloud cover, atmospheric pressure along with rainfall. v Ambient Air Quality Monitoring at 12 locations on 24-hourly basis, continuously for 2 days in a week

for 4 weeks in a month during the season for the parameters PM2.5, PM10, SPM (for Heavy Metals analysis in Particulates), SO2, NOx, CO, HC and Particulate Lead as per NAAQ Norms (Revised as

per GSR 826(E) dated 16.11.2009 for Industrial, Residential, Rural and other Areas). v Noise Level Measurements at all air quality monitoring station for Leq, Lday and Lnight values once

in the Season. v Water Quality Monitoring – grab sampling once in a Season for :

• Surface Waters (6 locations) as per CPCB Norms

• Ground Waters (8 Locations) as per IS:10500 Norms v Soil Quality Monitoring at 5 locations twice in the study period for :

• Textural & Physical Parameters

• Nutrients v Land use pattern based on Satellite Imagery. v Biotic Attributes (twice in the study period) for :

• Flora-Core & Buffer zones

• Fauna-Core & Buffer zones v Socio-Economic Profile, based on 2001-Census & Provisional 2011, for:

• Total Population / Household Size / Age

• Gender Composition

• S.C / S.T

• Literacy Level

• Occupational Structure The summary of baseline status is given in Table 2.1.





Table : 2.1 Environmental Baseline Status

Envl. Component Parameters Minimum Maximum Mean Applicable Norms

Ambient Air Quality (12 Locations; 24-hrly. & each 288 Samples), ug/m3

PM2.5 7 24 13.7 60

PM10 12 43 24.4 100

SO2 6 14 7.9 80

NOx 5 15 8.7 80

Ambient Noise, dB(A) Leq-day 38.5 46.8 42.2 55

Leq-night 37.8 41.8 39.1 45

Surface Waters, mg/l TDS 430 550 - 500/2100

Ground Waters, mg/l TDS 430 570 - 500-2000

Soil Status

Texture - - Silty Loam -

EC, mmhos/cm 1.28 1.72 - 0.2-0.5

SAR 2.10 2.99 - <5

The findings of baseline environmental status of the study area are summarized below : v The collected meteorological data during this season represented the local weather phenomena. v The monitored ambient air quality in the study area was found to be in compliance with the Revised

National Ambient Air Quality (NAAQ) 24-hourly Norms of 60 ug PM2.5/m3, 100 ug PM10/m3, 80 ug SO2/m

3 and 80 ug NOx/m3 for Industrial, Residential, Rural and other areas. v Ambient equivalent noise levels (Leq) during day and night times were found to be well within the

MoEF Norms. v The water quality of surface waters were found to be in compliance with CPCB Norms. The ground

water quality was found to be in compliance with the IS:10500 Norms. v The soil in the study area would very well support vegetation after amending it suitably. v There is no Wild Life Sanctuary or National Park or Biosphere or Hotspots within the study area of 10

km. Domesticated animals and common fauna only exist in the study area. v The area is thinly populated and basic amenities are available almost in all villages. Thus, there is adequate buffer for the proposed Project in the physical, biological and edaphic environments of the study area.

3.0 Anticipated Environmental Impact and Mitigation Measures Any Project would create impact on the environment in two distinct phases : v Construction Phase which may be regarded as temporary & short term and v Operation Phase which would have long term effects. The impacts have been assessed for the Project assuming that the pollution due to the existing industrial

activities has already been covered under baseline environmental status and continue to remain same till the operation of the project.



The proposed Mine Project does not involve any Rehabilitation & Resettlement (R&R). Being a mine Project, it does not involve any major establishment or construction also. Thus, various impacts during the Operation Phase have been studied and discussed in the subsequent sections. 3.1 Land Use Anticipated Impacts : An extent of 21.925 Ha, owned by the Company, will be under Industrial Use. There is no Forest/Govt. Land involved. It is barren site without any trees/plants. No township is proposed. Fully Mechanized Opencast Conventional Method will be adopted in conjunction with Non-Conventional Method of Mining by deploying Rock Breakers to avoid secondary blasting as needed. However, primary blasting will be done as part of Conventional method of mining. Top Soil generation from the mine is about 51,188 tons and the OB generation is about 5,11,875 tons. The Top red soil will be removed and used for Green Belt along the periphery, 50 m Safety Zone and for the afforestation in the backfilled area. The Over Burden, yellowish clay, will be stacked temporarily as dump in the area earmarked separately (OB Dump Dimension : 350 x 100 x 9 m). The total excavated area shall be around 14.1 Ha at the end of mining operations. No reclamation/ rehabilitation plan has been envisaged during this Plan Period. Backfilling will start from the sixth year onwards in the exploited areas. It is proposed to back fill 1.6 Ha and the remaining mined out area (12.5 Ha) will be converted as an artificial pond/reservoir to harvest the rainwater. The Land Use pattern at different stages of mining are given in Table 3.1.

Table : 3.1 Land Use Pattern

Activities At the End of Plan Period, Ha

At the End of Mine’s Life, Ha

Mining pit 14.100 12.500

Back filled area 0.000 1.600

Waste dump - top soil / OB 2.150 0

Green belt 1.500 7.325

Haul road and allied services 0.500 0.500 Unused land 3.675 0

Total 21.925 21.925 Apart from the change in land use pattern within the Lease area, there will not be any adverse impact on the land use of the surrounding area. The drilling and blasting activities will be associated with ground vibrations. Mitigating Measures : v Blasting shall be carried out using optimum burden, charge and milli second delay detonators. v Ground vibrations shall be continuously monitored during Blastings using a Minimate Seismograph. v Coco filters shall be used (geo textile matting) at the dump slopes to arrest/control soil erosion.



v Construction/maintenance of garland drains at foot of dump and around mine areas shall be done. Coco filters shall also be used to arrest silt being carried to water bodies/natural drains.

v Earthen banks will be provided on non-operating side of dumps to arrest wash-offs. v Saplings will also be planted along the foot and unused slopes to arrest / prevent erosion. v After the mine reaches the ultimate depth, developmental wastes and rejects stacked in the

earmarked locations shall be backfilled and the topsoil shall be spread as top capping in the reclaimed areas and afforested.

v The balance parts of excavated mine pits shall be converted into a water reservoir. The water

reservoir would be used for pisciculture and agricultural activiities for the benefit of nearby villagers. Local Women Self Help Groups & Panchayats would be permitted to maintain and enjoy the benefits.

3.2 Traffic Volume Anticipated Impacts : The proposed production from this Mine is 0.33 MTPA @ 1100 Tons/day. SH-139 and SH-27 are the transport routes from the mine to Kilapaluvur Cement Plant through Ariyalur Bypass. No village road will be used for the transportation of limestone. The proposed Project near Sendurai is on the State Highway SH-139. The existing traffic volume in the Project vicinity was found to be 831 PCU/day. In the Post-Project Scenario, there will be an addition of 131 vehicles (256 PCU/day) to the existing traffic in the SH-139. However, the net increase (cumulative) will be 194 PCU/day only. The existing 2/4 Lane Highways and Ariyalur Bypass Road are adequate to handle the proposed addition of traffic volume. Adequate parkings are also proposed at the mine. Facilities for drivers (rest room, toilet, etc.) will also be provided. Mitigating Measures : v Security Guards at the Highway-Mine Road Junction to handle the inward and outward vehicles from

the mine to Highway. v Restriction of Truck parking in the Highway. v Green Belt with thick foliage along the haul road. v Restriction of over loading. v Speed restrictions. v Limestone Tippers to be fully covered with Tarpaulin. v Regular and preventive maintenance of transport vehicles. v Compliance to ‘Pollution under Control’ Certification. 3.3 Fugitive Emissions

Anticipated Impacts : The drilling, blasting, loading and transporting activities would generate both fugitive dust emissions and smoke from HEM Machineries/Equipments and Tippers. Quantification of particulate emissions has been carried out by the emission factor technique. Fugitive emissions have been predicted by using standard equations given in “Indian Mine and Engineering Journal” and suggested by USEPA (Emission Factors as referred in AP-42) for mining & allied activities.

Prediction Modelling : Prediction of ground level concentrations (GLC’s) has been made by Industrial Source Complex Short Term (ISCST3) Model for Area Source. The model uses rural dispersion and



regulatory defaults options as per guidelines on air quality models (PROBES/70/1997-1998). The model assumes receptors on flat terrain.

The maximum incremental GLCs for PM at the mine is 16.13 ug/m3. The predicted GLCs are superimposed

on the baseline concentrations monitored to arrive at the likely resultant concentrations due to the project. The cumulative concentrations (baseline + incremental) after implementation of the project are given in Table 3.2.

Table : 3.2 Predicted GLCs – PM10

Name of the Location Average PM10, ug/m3

Incremental PM, ug/m3

Resultant PM10, ug/m3

NAAQ Norm, ug/m3

Available Buffer, %

A1-ML Area 19.0 16.13 35.13

100

64.87

A2-Sendurai 36.7 7.92 44.62 55.38

A3-Viluppanakurichi 23.4 0.06 23.46 76.54

A4-Nallampalayam 20.1 0 20.10 79.90

A5-Rayampuram 29.3 0 29.30 70.70

A6-Nallanayagapuram 18.5 6.57 25.07 74.93

A7-Periyakurichi 27.5 0 27.50 72.50

A8-Kudikkadu 21.3 0 21.30 78.70

A9-Virakkan 15.5 0 15.50 84.50

A10-Anandavadi 34.3 0 34.30 65.70

A11-Chokkanathapuram 20.9 0.49 21.39 78.61

A12-Tular 25.8 0 25.80 74.20

As per the prediction, Adequate Buffer (55.38-84.50%) for PM10 exists in the Air Environment for the proposed Mine Project. Other pollutants SO2 and NOx emissions due to mining activities will be insignificant. Mitigating Measures : Fugitive Dust generation in the mine areas shall be controlled by : v Drilling with dust extractors and use of water jet for dousing the cuttings (wet drilling). v Well designed blasting by effective stemming and use of milli second delay detonators. v Avoiding blasting during high wind periods. v Water sprinkling on the dust generation points, haul roads, etc. v Wetting of haul roads periodically. v Green belt development along the periphery, haul roads, waste dumps, etc. v Avoiding over loading of trailers/tippers. v Covering of trailers/tippers with tarpaulin during transportation. v Periodical maintenance of trucks/trailers. v Periodical check up of vehicles for ‘Emission Under Control’ measures.

v Periodical maintenance and replacement of worn out accessories in the mine equipments.



3.4 Noise & Vibration Anticipated Impacts : The major noise source from the mines is drilling and blasting. The noise levels due to the Mine Equipment’ operations would be maintained at <85 db(A) at a distance of 1.5 m from the sources. In general, noise generated by these sources will be within the limit of 90 dB(A) prescribed by Director General of Mines Safety (DGMS), Dhanbad. The work force will be exposed to <85 dB(A) levels during the 8-hours Shift. Ambient Noise level at the boundaries would be maintained <55 dB(A) during day times and <45 dB(A) during night times, well within the MoEF Norms for Residential and Rural Areas. During Blasting, for normal charge, the Peak Particulate Velocity (PPV) will be much lower than 12.5

mm/sec fixed for for Industrial Zones (mines) and the noise levels will be < 90 dB(A). Mitigating Measures : v Deploying mining equipments shalll be with in-built mechanism for reducing noise. v Provision of silencers to modulate the noise generated by the machines. v Blasting shall be carried out using optimum burden, charge and milli second delay detonators. v Milli second delay detonators shall be used to give sufficient delay between holes so that number of

holes blasted at a time is minimized, resulting in reduced noise and vibration. v Ground vibrations shall be continuously monitored during Blastings using a Minimate Seismograph. v For normal charge, the Peak Particulate Velocity (PPV), shall be well with in the limit value of 12.5

mm/sec fixed for mines. v Providing sound proof operator's cabin of equipments. v Provision of ear muffs/ear plugs to the Workers in higher noise zones. v Green Belt with thick foliage along roads and around lease boundary to act as acoustic barriers. 3.5 Water Environment The water table in the ML area fluctuates from 20 m below ground level (bgl) to 25 m bgl during post-monsoon and pre-monsoon seasons respectively. Since it is proposed to mine ultimately upto a level of 15.5 m bgl, the mine workings will not intersect the water table. Mine operations require about 20 m3/day fresh water for domestic, dust control and green belt development which will be met out from the borewell at the mine area and mine pit seepage water. As per PWD GO (Ms) No. 52 dated 02.03.2012, Sendurai Block falls in Safe Category and Central Ground Water Board (CGWB) permits 100 KLD ground water drawl in Safe area for industrial use with out

its NOC (CGWA Circular No. 21-4/Guidelines/CGWA/2009-832 dated 14/10/2009). There is no trade effluent from the Mine. Only, domestic sewage generation will of 2.5 m3/day will be generated which will be biologically treated in a Septic Tank followed by Dispersion Trench.



Proposed Mitigating Measures : v Maintaining a gradient of 1o or 2o on the bench floors (for drainage of water) and construction of

water drains to prevent soil erosion and uncontrolled descent of water. v Construction and maintenance of garland drains around mines area with proper gradients to prevent

rain water descent into active mine areas. v Earthen banks will be provided on non-operating side of dumps to arrest wash-off. Saplings will also

be planted along the foot and unused slopes to arrest / prevent erosion. v Mine Seepage/Drainage : During non-monsoon periods, 25-30 m3/day seepage water will be collected

and allowed for the suspended solids settlement in the lowest bench. The mine pit water will be utilized for the mine water demand @ 20 m3/day.

v Pit Water Management during the monsoon periods : The Region receives 50% of total rainfall during Northeast Monsoon periods (October-Novemeber months) with 20-25 rainy days. Remaining 50% of rainfall occurs during Southwest Monsoon and Transitional Periods with 30-40 rainy days. In total, 55-65 rainy days are there. The maximum intensity recorded was 35 mm/hr in a day. With that intensity of rainfall, the mine pit (400 x 350 m) may receive about 4,900 m3 water in a day (worst case) which will be pumped out by a pump of 20 HP capacity to the nearby natural drain.

v Water Reservoir : In the Conceptual Stage, the total excavated area shall be around 14.1 Ha. It is proposed to back fill 1.6 Ha and the remaining mined out area of 12.5 Ha will be converted as an artificial pond/reservoir to harvest the rainwater. With the normal rainfall of 1200 mm, the mined out pit will store about 1,50,000 cu.m per annum which could be used as a water source for the neighboring villagers.

3.6 Biological Environment Anticipated impacts : The Mine area is predominantly barren and does not warrant any cutting of trees, clearing bushes, etc. Thus, there will not be any significant impact on the flora-fauna of the area. Due to the proposed mitigating measures of mine pit water, the impact of mining activity on nearby water bodies (fishery resources) and agricultural lands will be minimum or nil. There is no habitat fragmentation or blocking of migratory corridors due to project activities since there is no wild life movement or migratory birds movement.

There is no loss of forest cover due to the Project and hence there is no need of compensatory afforestation. However, to have more green cover, an effective green belt will be developed along the boundaries, haul roads, etc. Afforestation in the reclaimed area will also be undertaken.

There is no rare/endemic/endangered species of flora and fauna surveyed in the mine vicinity or study area and thus, no Conservation Plan is envisaged.

Mitigating Measures :

v Green Belt with native species shall be developed all along the boundaries, haul roads, waste dumps, etc.

v Stabilization of dumps by coco filters and proper vegetation cover shall be done. v Garland drains shall be provided around the dump to arrest soil erosion. v Afforestation in the reclaimed areas, as proposed, shall be undertaken.



3.7 Occupational Health The possible diseases likely to be associated with Limestone mining operations are : v Mild silicosis which unattended, can turn into chronic type. v Silico-tuberculosis v Dust related pneumonia v Eye diseases with irritation of eye, etc. Adequate care will be exercised to detect early incidences of above diseases, if any, for prompt treatment and cure. Safety aspects are also ensured to reduce incidents, if any. Proposed Mitigating Measures : v All employees will undergo check-up on recruitment and periodically during employment.

Maintenance of Pre, during & Post Employment Records. v Standard operating procedures for all occupations and operations with respect to occupational safety

and health will be provided. v Provision of AC cabin for HEMM operators. v Provision of ergonomically designed seats for drivers/operators v Provision of illumination facilities at proper places of mines for ease of working during night times. v Work comfort and its periodic review by a committee. v Provision of all Personal Protective Equipments for the employees at Mines. v Provision of Rest Shelter at mines. v Provision of cool drinking water (from RO Plant) in dining rooms. v Subsidised food facilities. v Provision of quota (jackery, fruits, soap, oil, cloth, etc).

3.8 Socioeconomics The proposed Project will give direct employment to about 23 persons and indirect employment to about 30 persons. The proposed Mine Project will be beneficial and important to the Society and the Country by way of : v Royalty to the Exchequer. v Improved local and regional economy. v Direct and indirect employments. v Improvement in direct and indirect means of livelihoods of local population. The capital cost of the Project is Rs. 2.50 crores. About 5% of the Project Cost or 2% of the Profit (in 3 Preceeding Years) will be earmarked as Corporate Scoial Responsibility (CSR) Budget. It is proposed to spend the CSR amount for the benefit of local villagers under following heads : : v Drinking Water Schemes : 10% v Medical Camps : 20% v Education : 20% v Infrastructure Developments like Roads : 20%



v Community Development : 10% v Sports Development : 10% v Natural Calamity : 5% v Religious & Others : 5%.

Mitigating Measures : In responses to the need based assessment study, the following social measures are proposed for the society : v Joining Hands with District Administration in implementing Govt. Schemes and local development. v Committed for Infrastructure Facility in the Region. v Adoption of Govt. Schools. v Adoption of Sub-Centres & Provision of Ambulance for the villages and other medical facilities. v Contribution to Education in the area. v Carrying out various welfare activities for the benefit of the local population. 3.9 Green Belt Green belt will be developed along the periphery, safety zones, haul roads, non-mineral bearing areas, backfilled areas, etc. It is proposed to develop the Green Belt in an extent of 1.5 Ha with 2,500 trees during the Plan Period and about 7.325 Ha (33.4% of total area) with 11250 trees at the Conceptual Stage.

4.0 Environmental Monitoring Programme For effective implementations of Environmental Management Plan, an Environment Monitoring Cell comprising of Mines Manager, Geologists and Horticulturists shall be formed. The quality of air, water, soil and noise levels shall be monitored as per specified norms and the status reports shall be submitted to MoEF, IBM and TNPCB periodically. During the mining, half yearly compliance reports, compliance status reports on EC conditions and TNPCB Consents conditions shall be prepared and submitted. A third party environment audit report by reputed institutions like IIT/Anna University shall be carried out and the report submitted to the Statutoru Authorities.

5.0 Additional Studies Risk Assessment and DMP : The mine activities, fire, water inundation, electrical shock, natural calamities, etc. are the risks associated with the mining activities. Detailed assessment and mitigative measures are delineated and an effective Disaster Management Plan is also submitted. 6.0 Project Benefits

The proposed Project will give direct employment to about 23 persons and indirect employment to about 30 persons. In addition to the unhindered supply of limestone to Kilapaluvur Cement Plant for its captive consumption, the proposed Mining operation will be beneficial and important to the Society and the Country by way of : Royalty to the Exchequer, Improved local and regional economy, Direct and indirect employments, Improvement in direct and indirect means of livelihoods of local population, etc.



7.0 Environmental Management Plan Environmental Management Plan (EMP) are suggested to mitigate the possible negative impacts that may be caused to the various attributes of environment due to the proposed mining operations. The proposed EMP are tabulated and given below :

Sl. No. Environmental Component Proposed EMP

1 Air Pollution

Eco friendly mining shall be undertaken. Green belt (3 to 5 tiers) shall be developed along the periphery, haul roads, waste dumps, etc. Fugitive emissions control during drilling, blasting, loading, unloading and transportation activities shall be practiced. Wet drilling or drills with bag filters shall be adopted/used. Water sprinklers shall be installed along the haul roads and operated to suppress the dusts. Well designed blasting by effective stemming and use of milli second delay detonators shall be practiced. Blasting shall be avoided during high wind periods and night times. Over loading of trucks shall be avoided. Limestone shall fully be covered with Tarpaulin on transportation. Regular and preventive maintenance of transport vehicles shall be undertaken. Transport vehicles shall be in compliance with emission norms. Periodical maintenance and replacement of worn out accessories in the compressor and drill equipments.

2 Water Pollution No mining shall be carried out below the ground water-table, as declared. Mine pit seepage water shall be used as raw water for mine requirements. Garland drains shall be constructed and maintenaed around mine areas with proper gradients to prevent rain water descent into active mines. Earthen banks shall be provided on non-operating side of dumps to arrest wash-offs. Providing sufficient check dams to check silt flowing along with the surface run- offs. Periodical monitoring of mine discharge shall be carried out.




3 Water Conservation

The water collected in the garland drains shall be treated and utilized for green belt and dust control measures. Mine out pit shall be converted as water reservoir to harvest the rain water which will enhance the ground water-table charging. The reservoir would also be used for pisciculture and agricultural activiities for the benefit of nearby villagers. The water would also be used for drinking water supply to nearby villages after proper treatment and adequate disinfection..

4 Noise & Vibration Green Belt with thick foliage shall be developed around lease boundary, haul roads, etc. to act as acoustic barriers. Milli second delay detonators shall be used for blasting to minimise noise and vibration. For normal charge, the Peak Particulate Velocity (PPV), shall be well with in the limit value of 12.5 mm/sec fixed for mines. Ground vibrations shall be continuously monitored during Blastings using a Minimate Seismograph. Deploying mining equipments shalll be with in-built mechanism for reducing noise. Sound proof operator's cabin of equipments shall be provided. Ear muffs/ear plugs shall be provided to the Workers in higher noise zones.

5

Solid Wastes / Land degradation

Temporary dumping of Topsoil/ Overburden shall be done in the earmarked areas. Coco filters shall be used (geo textile matting) at the dump slopes to arrest/control soil erosion. Construction/maintenance of garland drains at foot of dumps and around mine areas shall be done. Earthen banks will be provided on non-operating side of dumps to arrest wash-offs. Saplings shall also be planted along the foot of the dumps and unused slopes to arrest / prevent erosion. The solid wastes shall be backfilled in the mined out areas and the land will be restored to its original conditions. The topsoil will be spread as top capping in the reclaimed area to improve the growth of vegetation in the backfilled areas.

6 Green Belt An effective Green Belt shall be developed in 3/5 tiers and with thick foliage around the boundaries, haul roads, etc. An effective Afforestation (with predominantly native species) shall be done in the Backfilled areas.




7 Occupational Health Following measures shall be extended to the workers : v Provision of AC cabin for HEMM operators. v Provision of ergonomically designed seats for

drivers/operators v Provision of illumination facilities at proper places of mines

for ease of working during night times. v Work comfort and its periodic review by a committee. v Provision of all Personal Protective Equipments for the

employees at Mines. v Provision of Rest Shelter at mines. v Provision of cool drinking water (from RO Plant) in dining

rooms. v Subsidised food facilities. v Provision of quota (jackery, fruits, soap, oil, cloth, etc).

8 CSR Activities Adequate budgetary provisions shall be made for carrying the

following CSR activities and implemented : v Joining Hands with District Administration in implementing

Govt. Schemes. v Committed for Infrastructure Facility in the Region. v Adoption of Sub-Centres & Provision of Ambulance for the

villages and other medical facilities. v Contribution to Education in the area. v Various welfare activities for the benefit of the villagers

under following heads : v Drinking Water Supply. v Medical Camps. v Education. v Infrastructure Developments like Roads. v Community Development. v Sports. v Calamity. v Religious & Others.

9 EMP Budget The cost of the Project is Rs. 2.50 crores. An amount of Rs.5.00 lakhs/annum is earmarked as Captal Cost for EMP & Rs. 3.00 lakhs as Operating Cost.

10 CSR Budget About 5% of the Project Cost or 2% of the Profit (in 3 Preceeding Years) will be earmarked as Corporate Scoial Responsibility (CSR) Budget.

***

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Fig. : 1.1 Index Map

Tamil Nadu State in India Ariyalur District in Tamil Nadu

Proposed Mine Site in Ariyalur District

Chettinad Cement Corporation LimitedSendurai Limestone Mine, Ariyalur

Sendurai Mine

Tamil Nadu



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N1245100

N1244900

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78

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26

27

28

29

3031

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33

34

35

36

37

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Sendurai EB office

Pumping Station-1

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Sendurai EB office

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85 m

SCALE: 1:1000

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70

80

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20

30

100

150

200

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350

400

450

500

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M/S CHETTINAD CEMENT CORPORATION LTD

603 ANNA SALA

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RANI SEETHAI HALL BUILDING

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Plate No:14

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B.G

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SAI GEOSURVEY CONSULTANT

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603 ANNA SALA

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RANI SEETHAI HALL BUILDING

CHENNAI - 600 006

Plate No:11

Scale 1:1000

CONCEPTUAL PLAN & SECTIONS

Certified that the above plan is correct

SENDURAI LIM

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B.GANGATHARAN. M.Sc.,

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A5- Rayampuram 29.3 0 29.30 70.70

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A7-Periyakurichi 27.5 0 27.50 72.50

A8-Kudikkadu 21.3 0 21.30 78.70

A9-Virakkan 15.5 0 15.50 84.50

A10-Anandavadi 34.3 0 34.30 65.70

A11-Chokkanathapuram 20.9 0.49 21.39 78.61

A12-Tular 25.8 0 25.80 74.20


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Sendurai Limestone Mines (New Captive Mine) Extent - 21.925 Ha … · 2014-02-22 · Chettinad...

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