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TSIIC, Rakamcherla, Vikarabad Dist

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TSIIC, Rakamcherla, Vikarabad Dist EXECUTIVE SUMMARY For “PROPOSED INDUSTRIAL PARK” AT VILLAGE: RAKAMCHERLA & PUDUR MANDAL: PUDUR DISTRICT: VIKARABAD STATE: TELANGANA (112.48 Acres) [Project scheduled in 7[c] of category B] Proposed by TELANGANA STATE INDUSTRIAL INFRASTRUCTURE CORPORATION LTD. PREPARED BY (NABET Accredited vide Certificate No: NABET/EIA/1618/SA0015 & MoEF Recognized Lab vide F.No Q-15018/29/2007-CPW) HUBERT ENVIRO CARE SYSTEMS PVT LTD., CHENNAI February 2017 EXECUTIVE SUMMARY 1. INTRODUCTION Telangana State Industrial infrastructure Corporation (TSIIC) proposes to develop a Industrial park at Sy.No 5/1 of Rakamcherla Village and Sy. Nos. 243/1, 244/1, 245/1, 246/1, 247/1 & 248/1 of Pudur village, Pudur Mandal, Vikarabad District in the State of Telangana. The total area consisting of 112.48 Acres (45.52 Ha) land proposed with related infrastructure, including access roads, internal roads, water supply, storm water drains and power supply. The industrial park development comprises of a total plotted area of approximately 60.66 acres out of the total 112.48 acres layout area. 1.1 Purpose of the Report As per the Environmental Impact Assessment (EIA) notification dated 14.09.2006, the proposed project falls under category ‘B’ of schedule 7(c). Hence, construction and operation of Indusrtial Park, requires environmental clearance from (State Environmental Impact Assessment Authority) SEIAA, Telangana. The Terms of Reference (TOR) for Environmental Impact Assessment (EIA) study for Industrial Park Rakamcherla was accorded by SEIAA, Andhra Pradesh vide Letter No. SEIAA/AP/RRD - /2012-3812 dated 25.09.2013. In accordance with the TOR conditions, the draft EIA report is prepared by M/s. Hubert Enviro Care Systems Private Limited, Chennai based on one season (three months) site specific baseline data monitored during March to May 2014. 2. DESCRIPTION OF PROJECT 2.1 Project Location The proposed Rakamcherla Industrial park is located at 17°14’40.09”N and 77°57’59.85”E, Sy.No 5/1 of Rakamcherla Village and 243/1, 244/1, 245/1, 246/1, 247/1 and 248/1 of Pudur village, Pudur Mandal, Vikarabad District , Telangana, India. The total layout area of 112.48 acres. The proposed site is strategically situated adjacent to the SH 4 connecting Manneguda and Pargi. The site is furthermore situated at 12 kilometer North West of Ranga reddy Town. Table 1 Project details & Environmental Settings S.No Item Details 1. Name of the Project Industrial Park-Rakamcherla 2. Schedule and Category of Project 7(C) , Category B 3. Proposed total area 112.48Acres (45.52 Hectares) 4. Location Plot/Survey/Khasra No. Sy.No 5/1 – Rakamcherla village Sy.No - 243/1, 244/1, 245/1, 246/1, 247/1 & 248/1 Village Rakamcherla & Pudur Tehsil Pudur District Vikarabad State Telangana 5. Nearest Railway Station/Airport Rangareddy Railway Junction- 15 Km, Hyderabad -Rajiv Gandhi International Airport -73 Km 6. Nearest Town, City, District Town: Ranga Reddy -12 Km City: Hyderabad-70 Km District Hq: Hyderabad-70 Km 7. Nearest habitat Rakamcherla village - 0.5 Km 8. Inland water bodies Shiv Sagar lake - 11 Km NW Laknapur tank - 14 Km SW 9. Elevation 2310 ft (704m) 10. Government Order/Policy GO No. 111 dated 8 March, 1996 for relocation relevant/relating to the site of industries with in 10 km FTL of Himayatsagar and Osmansagar lake. 11. Project Cost Rs.798.50 Lakhs 12. Presence of Any Sensitive Areas Nil 13. Nearby Industries Shiv Shakthi steel mills - 5 Km (South) 14. Environmental Consultant Hubert Enviro Care Systems Pvt. Ltd., Chennai 2.2 Land Requirement Currently the project land is predominantly barren, the site is relatively flat on the northern side and therefore the property has been identified as land suitable for Industrial Development. Out of the 112.48 acres total site area, 16.81 acres land area will be retained as open space and will be used for greenery development. The proposed area for the Industrial Park of 112.48 Acres has been handed over to TSIIC. Majority of the land belongs to the government thus avoiding any Rehabilitation & Resettlement issues. Table 2 Area Break Up Location Area (Acres) Percentage (%) Plotted Area 60.66 53.94 Road Area 15.83 14.07 Open space Area 16.81 14.94 Common Utilities 6.55 5.82 Electrical Substation 10 8.89 Commercial Area/ CFC 2.63 2.34 Proposed Layout 112.48 100 2.3 Water Source and Requirement Water requirement for construction phase will be around 200 KLD. The total water requirement for the project during operation phase is estimated to be 450 KLD. The source of water will be ground water. Table 3 Water Requirement for Operation Phase S.No Name of Industry Type of Industry Water Consumption (KLD) Domestic Process 1. Binjusaria Metal Steel Re-Rolling Industry Box Com 2. Anil Re-Rolling Steel Re-Rolling Industry Mills 3. Garg Steels Steel Re-Rolling Industry 4. Arun Ispat Udyog Steel Re-Rolling Industry 45 405 5. Neha Steels Steel Re-Rolling Industry 6. Gujarat Enviro Alternate Fuel Resource Protection & facility from Hazardous Infrastructure Ltd waste, incinerable hazardous waste and Industrial Non hazardous waste 7. M.N. Industries Copper Products manufacturing 8. Other Industries Total 450 2.4 Project Budget The estimates cost for development of industrial park is estimated at a cost of Rs.798.50 Lakhs. Table 4 Project Cost break up S.No Activities Cost break up (Rs in Lakhs) 1 Fencing and avenue plantation 22.50 2 Roads & Strom Water drains 460.00 3 Water supply 166.00 4 Power supply including substation 150.00 Total 798.50 Net Water Requirement: 105KLD Treated Water Total Water Demand: 450 KLD Water for Process: Domestic water requirement: 45 KLD 405 KLD Sewage Generation: 43KLD Process Effluent generated: 345 KLD STP in Individual Industry Treatment in ETP in Individual Industry Treated Water Treated Water Gardening/ Flushing Water Balance Chart 3. BASELINE ENVIRONMENTAL STATUS The baseline data was monitored from March to May 2014 representing summer season to reflect the background environmental conditions in the 10 km radius from the study area. The baseline environmental disciplines studied includes meteorology, air quality, water quality, noise, soil, ecology, demographic & socio-economic and land use. 3.1 Air Quality Ambient air quality was monitored at four locations during the period of March to May 2014 in the study area. The summarized results of ambient air quality monitoring are given in Table-4. The results indicate that the background levels of all the parameters in the study area are within the permissible limit of National Ambient Air Quality Standards’2009 for industrial, rural, residential and other areas. Table 4 Summary of baseline air quality in the study area S.No Sampling stations Parameters SO2 NO2 PM2.5 PM10 CO Pb O3 NH3 Benzene Benzo (a) As Ni μg/m3 μg/m3 μg/m3 μg/m3 mg/m3 μg/m3 μg/m3 μg/m3 µg/m3 pyrene ng/m3 ng/m3 ng/m3 1. AAQ1 5.4 10.3 12.5 20.5 0.02 BDL BDL BDL BDL BDL BDL BDL Site Entrance 2. AAQ2 6.3 11.2 14.8 26.4 0.03 BDL BDL BDL BDL BDL BDL BDL Site (South end) 3. AAQ3 6.5 9.3 15.0 28.5 0.04 BDL BDL BDL BDL BDL BDL BDL Rakamcherla 4. AAQ4 7.2 13.8 11.0 20.6 0.05 BDL BDL BDL BDL BDL BDL BDL Nazeerbad 5. AAQ5 4.8 9.7 15.3 25.6 0.04 BDL BDL BDL BDL BDL BDL BDL Rukumpalle 6. AAQ6 8.7 12.5 16.4 26.5 0.04 BDL BDL BDL BDL BDL BDL BDL Kankal 7. AAQ7 6.8 14.7 21.0 32.5 0.025 BDL BDL BDL BDL BDL BDL BDL Changomul 8. AAQ8 8.3 12.1 18.5 28.6 0.016 BDL BDL BDL BDL BDL BDL BDL Manneguda 9. AAQ9 10.4 15.3 14.6 26.3 0.320 BDL BDL BDL BDL BDL BDL BDL Manchanpally 10. AAQ10 5.2 10.3 15.7 27.7 0.040 BDL BDL BDL BDL BDL BDL BDL Burgupalle NAAQ Standards 80 80 60 100 4.0 1.0 180 400 5.0 1.0 6.0 20.0 3 3 3 3 3 3 3 (DL for CO = 0.01 mg/m ; O3 = 10 μg/m ; Pb = 0.05 μg/m ; Benzene = 0.05 μg/m ; Benzo (a) pyrene = 0.01 ng/m ; As = 0.01 ng/m ; Ni = 0.01 ng/m ), (BDL - Below Detection Limit, DL - Detection Limit) 3.2 Water Quality To assess the background water quality, Two (2) surface water locations and Ten (10) ground water locations were selected and samples were drawn and analyses on monthly basis during the study period. Analysis of all ground water samples reveal that the water quality conforms to the drinking water standards prescribed in IS: 10500. Water qualities of some of the important parameters are shown in Table-5. Table 5 Summary of Surface Water Quality Physico-Chemical Characteristics of Surface Water S. No. Parameters Unit SW1 SW2 1 Colour Hazen BDL (DL1) BDL (DL1) 2 Odour - U/O U/O 3 Turbidity NTU 1 BDL (DL0.1) 4 pH -- 7.83 7.96 5 Conductivity µs/cm 1030 820 6 Total Dissolve Solids mg/l 660 540 7 Alkalinity as CaCO3 mg/l 75 64 8 Total Hardness as CaCo3 mg/l 338 239 9 Calcium as Ca mg/l 76 52 10 Magnesium as Mg mg/l 34 25 11 Chloride as Cl mg/l 14.5 22.5 12 Sulphate as SO4 mg/l 34.1 35.4 13 Nitrate as NO3 mg/l 1.2 2.5 14 Fluorides as F mg/l 0.34 0.41 15 Cadmium mg/l BDL BDL 16 Total Chromium mg/l BDL (DL BDL (DL 0.01) 0.01) 17 Iron mg/l 0.17 0.22 18 Copper mg/l 0.16 0.6 19 Lead mg/l BDL (DL BDL (DL 0.01) 0.01) 20 Zinc mg/l 0.34 BDL (DL 0.01) 21 Dissolved Oxygen mg/l 4 4.6 22 COD mg/l 4 4 23 Total Coliform /100 ml 24 256 24 Feacal Coliform /100 ml 10 160 Table 6 Summary of Ground Water Quality Sl.
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