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Executive Summary e n - V I S I z n EXECUTIVE SUMMARY 1 INTRODUCTION M/s. K R Associates, is a Private Limited Company having its corporate office at House No. 62, Bye Lane No. 2, ABC, G. S. Road, Guwahati, Assam, lndia proposes to set up Cement Plant (400 TPD Clinker & 500 TPD Cement) at Dag No. 144, 145, 146, 147 & 151, Patta No. 19, 21, 42 & 9, Village Ambher, 12th mile, Jorabat under Mauza Sonapur, District Kamrup, Assam. Proposed project comes under Category B, 3(b) Cement Plant as per EIA Notification dated 14th September, 2006 & its amendment dated 1st December, 2009. The EIA Study has been carried out by M/s. En-vision Enviro Engineers Private Limited, Surat, Gujarat, which is based on the three months field data generated at site during the period 1st November, 2011 to 31st January, 2012 and the same data has been used in assessment of impacts. 2 PROJECT DESCRIPTION 2.1 PROJECT DETAILS Name of the company M/s. K R Associates Category of the project B S. No. In the schedule 3(b) Location of the project Dag No. 144, 145, 146, 147 & 151, Patta No. 19, 21, 42 & 9, Village Ambher, 12th mile, Jorabat under Mauza Sonapur, District Kamrup, Assam. Capacity of the project 400 TPD Clinker & 500 TPD Cement (OPC/PPC) General condition & Specific Yes, General Condition - Interstate boundary of Assam & Meghalaya. condition No Specific Condition. Total project cost Rs. 3818.25 Lakhs Cost for EPCM Capital Cost: Rs. 98.00 Lakhs Recurring cost: Rs. 11.50 Lakhs Per Annum Cost for CSR activity 191.00 Lakhs (i.e. 5 % of total project cost) 2.2 PROJECT REQUIREMENT Land requirement Around 13,383 sq.m. of private land has been taken for Lease for 25 years for the proposed project. Water requirement & its source Total 90 KL/day and would be met through Ground water using Bore well. Electricity requirement & its 3000 KW and shall be sourced from Assam State Electricity Board source Manpower requirements 100 personnel shall be employed for the proposed project. Fuel requirement & its source In Case of Emergency, Diesel for D. G. Set shall be required around 100 Lit/Hr. D.G. set for emergency use Total Two D. G. set of 600 KVA & 250 KVA capacities. 2.3 RAW MATERIAL REQUIREMENT NAME OF MODE OF SR. CONSUMPTION THE RAW SOURCE SUPPLIERS TRANSPORT- NO. IN MT/DAY MATERIAL ATION 1. Medalin Kurbah, Marbisu, Meghalaya. Meghalaya 2. Euphimia Khongwir Enterprise, By Road 1. Limestone (10 km) 520.0 Mawblang, Meghalaya. in covered means 3. S. S. Enterprises, Shillong, Meghalaya. M/S. K R ASSOCIATES, KAMRUP, ASSAM. S 1 e n - V I S I z n NAME OF MODE OF SR. CONSUMPTION THE RAW SOURCE SUPPLIERS TRANSPORT- NO. IN MT/DAY MATERIAL ATION 1. P.K.Gupta, Guwahati, Assam. Byrnihat, 2. Haidar Ali, Kamrup, Assam. By Road 2. Clay Assam 60.0 3. Dhurv Jyoti Talukdar, Guwahati, in covered means (10 km) Assam. 1. Sidhi Vinayak Steels, Siliguri, W.B. WB, Assam. By Road 3. Iron Dust 2. Muskan Enterprise, Buranpur. 6.67 (350 km) in covered means 3. Balaji Enterprises, Tinsukia, Assam. 1. K.D.Coke, Byrnihat, Assam. Byrnihat, 2. Pride Coke, Byrnihat, Assam. By Road 4. Coke Breeze Assam 80.0 3. Shree Shyam Carbon Company, in covered means (10 km) Byrnihat, Assam. WB, Orissa, 1. Bengal Enterprise, Farakka. Jharkhand By Road / Rail in 5. Fly Ash 2. Eastern India Enterprise, Malda. 96.0 & Bihar. covered means 3. Eureca Export, Farakka. (500 km) Bhutan 1. Druk Sa Tair Corporation Ltd, By Road 7. Gypsum 12.0 (150 km) Bhutan. in covered means 2.4 AIR EMISSION & AIR POLLUTION CONTROL MEASURES STACK NO. OF STACK POLLUTION CONTROL POLLUTANTS HEIGHT & STACK ATTACHED TO EQUIPMENT (SPCB) Limits DIAMETER Ht.- 30 M 1. L/s Crusher Reverse pulse jet type bag filter SPM < 50 mg/Nm3 Dia. - 0.45 M Ht.- 30 M 2. Hopper Reverse pulse jet type bag filter SPM < 50 mg/Nm3 Dia. - 0.40 M Twin cyclone Separator followed by Ht.- 30 M 3. Raw Mill SPM < 50 mg/Nm3 Reverse pulse jet type bag filter Dia. - 1.05 M Ht.- 30 M 4. Blending Silo Reverse pulse jet type bag filter SPM < 50 mg/Nm3 Dia. - 0.55 M Fuel Used – Coke breeze 82.0 MT/day VSK-1 & 2 Settling Chamber SPM < 50 mg/Nm3 5. Ht.- 38 M VSK-3 & 4 Settling Chamber SO2 < 100 ppm Dia. - 1.30 M NOx < 50 ppm Nodulizer Reverse pulse jet type bag filter Ht.- 30 M Cement mill 1 SPM < 50 mg/Nm3 Twin cyclone Separator followed by Dia. - 0.75 M 6. Reverse pulse jet type bag filter Ht.- 30 M Cement mill 2 SPM < 50 mg/Nm3 Dia. - 0.50 M Ht.- 30 M 7. Packing House Reverse pulse jet type bag filter SPM < 50 mg/Nm3 Dia. - 0.40 M Utility Emission and control measures: NAME & POLLUTION STACK NO. OF STACK POLLUTANTS QUANTITY OF CONTROL HEIGHT & STACK ATTACHED TO (CPCB LIMIT) FUEL USED EQUIPMENT DIAMETER Two D. G. set of SPM < 150 mg/Nm3 Diesel Acoustic As per CPCB’s 1. 600 KVA & 250 SO < 100 ppm 100 Lit./hr Enclosure guideline 2 KVA capacity NOx < 50 ppm M/S. K R ASSOCIATES, KAMRUP, ASSAM. S 2 e n - V I S I z n 2.5 WASTE WATER GENERATION No industrial waste water shall be generated from the proposed project, but only domestic waste water i.e. 3.6 KL/Day will be generated. Entire quantity of domestic waste water generated shall be treated through septic tank and disposed off through Soak Pit/well. 2.6 SOLID WASTE GENERATION & DISPOSAL TYPE OF WASTE MANAGEMENT DETAILS SR. QUANTITY SOLID SOURCE REUSE/ NO. PER MONTH COLLECTION DISPOSAL WASTE RECYCLE 1. Used/spent Prime 20 ltrs HDPE Reuse in plant for Selling to Oil Movers Drums lubrication authorized recyclers 2. Discarded Storages 30,000 nos. Bags - Returned to raw Bags Materials suppliers 3 DESCRIPTION OF THE ENVIRONMENT 3.1 INTRODUCTION The Baseline environmental quality of Air, water, soil, noise, socioeconomic status and ecology has been assessed during the period November, 2011 to January, 2012 within the study area of 10 km radius from the project site. 3.2 ENVIRONMENTAL SETTING OF THE AREA Project location Dag No. 144, 145, 146, 147 & 151, Patta No. 19, 21, 42 & 9, Village Ambher, 12th mile, Jorabat under Mauza Sonapur, District Kamrup, Assam. Site coordinates Latitude: 26° 05’ 12.96” North Longitude: 91° 52’ 49.30” East Nearest Village Ambher (Around 0.50 km in West) Nearest Town Jorabat (Around 2 Km in North) Nearest City Guwahati (Around 17 Km in North-West) Nearest District Headquarter Guwahati (Around 17 Km in North-West) Nearest National Highway NH-40 (Around 0.30 Km in West) Nearest Railway Station Satgaon Railway Station (Around 9.30 km in North-West) Nearest Airport Guwahati Airport (Around 30 Km in North-West) Nearest River Umtru River (Around 2.70 Km in South-East) National Park / Reserve Forest, No National Parks & Reserve forests within 10 km radius. Biosphere Reserve Seismicity Seismic Zone-V 3.3 BASE LINE DATA The collected base line data in the study period (i.e. November 2011 to January 2012) has been presented in the following sections. 3.3.1 MICRO-METEOROLOGY The maximum and minimum temperatures observed during the study period of November 2011 to January 2012 are 41.0 OC and 13.0 OC respectively, with average relative humidity of 74.3 %. The predominant wind direction is NNE (North-North-East) & NE (North-East) with 89.09 % of calm condition. M/S. K R ASSOCIATES, KAMRUP, ASSAM. S 3 e n - V I S I z n 3.3.2 AMBIENT AIR QUALITY The ambient air samples were collected from eight locations and analyzed for PM10, PM2.5, SO2 and NOx. 3 As per the monitoring, PM10, PM2.5, SO2 and NOx, level were in the range of 56.0-84.0 μg/m , 30.0-53.0 μg/m3, 4.8-18.2 μg/m3 and 12.5-31.5 μg/m3 respectively. The results of the monitored data indicate that the ambient air quality of the region in general is in conformity with respect to rural / residential norms of National Ambient Air Quality standards of Central Pollution Control Board (CPCB), with present level of activities. 3.3.3 SURFACE WATER QUALITY MONITORING Total eight numbers of surface water samples have been collected from the study area. The result of all the surface water collected shows that the water quality of the surface water sources are within the permissible norms stipulated by CPCB. 3.3.4 GROUND WATER QUALITY MONITORING Eight numbers of ground water samples in the study area have been collected from ground water sources. The water samples were collected and analyzed for physical, chemical and microbiological characteristics as per CPCB guidelines and approved methods. All the samples are conforming to the prescribed drinking water standards. 3.3.5 BACKGROUND NOISE LEVEL Noise level has been measured at eight different locations. The Project site is fall in category of industrial area and the noise level was found 48.6-62.8 dBA in daytime and 42.4-52.5 dBA in night time. The noise levels varied in the residential area of the study area is 42.3-63.5 dBA during day time and 31.2-53.8 dBA during night time. 3.3.6 TRAFFIC DENSITY STUDY Traffic counts for one hour were carried out at National Highway No. 40 near project site and near the study area to provide the background traffic density.
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