1.0 EXECUTIVE SUMMARY

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1 1.0 EXECUTIVE SUMMARY INTRODUCTION M/s. Ion Exchange (India) Ltd. will engage for manufacturing of Cation & Anion Resins at Plot No , GIDC Estate, Ankleshwar, Gujarat. As per EIA notification 2006 and its amendment, the proposed project is falling under category 5(f). The unit is having CCA for manufacturing of Cation & Anion Resins. They have now proposed to go for expansion by increasing in production capacity. The details of products are given below Table 1. TABLE 1 LIST OF PRODUCTS Sr. No. Name of Products Existing quantity as per Consent No. AWH in (M 3 /Month) Proposed quantity for Expansion in (M 3 /Month) Total quantity (M 3 /Month) 1. Resin-Anion Resin Cation By-Product 1. Sulphuric Acid (60-70%) COST OF PROJECT The expected cost of project is Rs. 17 Crores. The plot has been purchased by M/s. Ion Exchange (India) Ltd. from GIDC. The total plot area of the unit is sq.m. The green belt area will be 8937 sq.m. FUEL CONSUMPTION The proposed unit will use Natural gas and LDO as fuel for Boilers and diesel used for DG Set. There will be no changes in proposed expansion for Natural gas Consumption for Boiler, Diesel consumption for DG set and LDO for Boiler. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 1

2 ELECTRICITY CONSUMPTION The unit have electricity from Daxin Gujarat Vij Company Ltd. The existing electricity consumption is 900 KVA and electricity consumption due to proposed expansion will be 700 KVA. Total electricity requirement after proposed expansion will be 1600 KVA. WATER CONSUMPTION As per Consent The source of water will be from GIDC water supply scheme. The water consumption for industrial purpose is 857 KL/day. The unit is use 657 KL/day fresh water and 200 KL/day recovered water. The water consumption for the domestic purpose is 8 KL/day fresh water. Proposed scenario There will not be increase in fresh water requirement. The unit has proposed to install RO system and recover additional 235 KL water. The efficiency of RO plant will be almost 70% permeate and 30 % reject. Earlier it was only 50% efficiency. WASTE WATER GENERATION As per Consent Total waste water generation is 800 KL/Day. It is sent to RO Plant and Bio stream. 200 KL/ Day RO permeate water is recovered and reuse in process. Rejected from RO 200 KL/ Day and Bio stream 200 KL/Day is sent to the NCTL for further treatment. Proposed scenario The unit will be segregating its effluent in to high COD (Bio stream) and low COD stream. The high COD stream will be treated to required norms and discharge in to GIDC drainage line. The low COD stream along with sewage, cooling tower blow down and boiler blow down will be treated separately and subjected to RO. The permeate will be recycled back in process and reject will be discharged. The discharged quantity will not increase after proposed expansion. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 2

3 GASEOUS EMISSION There will be flue gas emission from Boiler (I to IV & V) having capacity of 850 Kg/Hr each. Also emissions will come from two D.G. sets having capacity of 200 KVA and 475 KVA respectively. The D.G. sets will be used in case of emergency only. There will be no change in Flue gas emission due to Proposed Scenario. There will be process emission from one vent of the HCl process scrubber, one vent of the SO 2 process scrubber. There will be no additional new process stacks due to proposed expansion. HAZARDOUS WASTE MANAGEMENT As per Consent As per CCA order no. AWH-56490, the hazardous waste generation are Used Oil (1.2 MT/year), Discarded Barrels (1200 No/Year), discarded Liners (24 MT/Year), Insulation Waste (0.78 MT/year), Personal Protective Equipment s (3 MT/Year), Broken Glassware (0.24 MT/Year). Chemical Gypsum & Bio-Mass from Waste Water Treatment (7860 MT/Year) and Spent Resin/Fines Resin from Ion Exchange Type Material Used For Water Purification (Non-Toxic & Non-Hazardous) (600 MT/Year), Spent Carbon (120 MT/Year), Wet Scrubber Residue (0.12 MT/Year) and Spent Acid (H 2 SO 4 ) (4200 M 3 /Year). Used oil is sold to MoEF approved vendors. Discarded Barrels, Discarded Liners, Insulation Waste, Personal Protective Equipment s, Broken Glassware are sold to GPCB approved vendors after decontamination & other items will be disposed to TSDF-BEIL, Ankleshwar. Gypsum will be sold to Cement Industry, M/s. Gujarat, Ambuja Cement, Kodinar, Gujarat & M/s. Ultratech Ltd (A Unit Of Gujarat Cement Works), Kovaya, Rajulacity, Amreli & Bio- Mass will Be Disposed to BEIL, Ankleshwar. Spent Resin/Fines Resin From Ion Exchange Type Material Used for Water Purification (Non-Toxic & Non-Hazardous) and Spent carbon are Disposed to BEIL - Ankleshwar. Wet Scrubber Residue is send to ETP for further treatment. Spent Acid (H 2 SO 4 ) is sold to actual end users. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 3

4 Proposed scenario The hazardous waste generation will be Used Oil (2.4 MT/year), Discarded Barrels (6000 No/Year), Discarded Liners (36 MT/Year), Insulation Waste (1.02 MT/year), Personal Protective Equipment s (5.4 MT/Year), Broken Glassware (0.48 MT/Year) and Spent Acid (H 2 SO 4 ) (7200 M 3 /Year) as by product. There will be no change in quantity of Chemical Gypsum & Bio-Mass from Waste Water Treatment, Spent Resin/Fines Resin from Ion Exchange Type Material Used for Water Purification (Non-Toxic & Non-Hazardous), Spent Carbon and Wet Scrubber Residue. Used oil will be sold to MoEF approved vendors. Discarded Barrels, Discarded Liners, Insulation Waste, Personal Protective Equipment s, Broken Glassware will be sold to GPCB approved vendors after decontamination & other items will be disposed to TSDF-BEIL, Ankleshwar. Gypsum will be sold to Cement Industry, M/s. Gujarat, Ambuja Cement, Kodinar, Gujarat & M/s. Ultratech Ltd (A Unit of Gujarat Cement Works), Kovaya, Rajulacity, Amreli & Bio-Mass will be Disposed to BEIL, Ankleshwar. Spent Resin/Fines Resin From Ion Exchange Type Material Used for Water Purification (Non-Toxic & Non- Hazardous) and Spent carbon will be Disposed to BEIL - Ankleshwar. Wet Scrubber Residue will be Send to ETP for further treatment. Spent Acid (H 2 SO 4 ) will be sold to actual end users. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 4

5 2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION 2.1. Introduction of the Project M/s. Ion Exchange (India) Ltd. will engage for manufacturing of Cation & Anion Resins at plot no , GIDC Estate, Ankleshwar, Dist. Bharuch, Gujarat. The list of products is provided in Table Introduction of Project Proponent M/s. Ion Exchange (India) Ltd. is a steady growing company incorporated in It is a registered as Large Scale industrial unit. The project proponents are already in market and doing manufacturing and trading of these products. Quality Policy: The quality policy and environment policy of the company is as under: We are committed to manufacture, deliver and Service Ion exchangers and related Products conforming to customer requirements and to enhance customer satisfaction by Implementing and Maintaining ISO 9001: 2008 quality management system and continual improvement of its performance. Training our employees in quality management systems, behavioral and functional and other areas. Providing safe and hazard free work environment. Achieving higher levels of quality productivity and safety. Improving process for batter efficiency. Timely delivers. Environment Policy Ion exchange (India) Ltd. has specialized in water and waste water treatment for over three decades using a wide range of processes and products the company offers total water management solution for industry homes and communities. We at Ankleshwar unit are involved in the Manufacture of Ion Exchange Resins. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 5

6 We Commit Ourselves To:- Conservation of Resources and Continual improvement of our processes and activities to minimize their Environment Impact. Compliance with Legal & other requirements. Cultivate more and more activities having positive Environmental Impacts. Providing a safe and healthy working Environment and Demonstrating responsibility towards the environment around us. Communicating our environmental policy to all persons working for or on behalf of the organisation and the public. Facilitating employee participation in implementation of system. Regular reviews of our environmental performance and practices against Objectives and Targets. Prevention of pollution by minimizing pollution at source. The name and address of Directors are given in Table 2. TABLE 2 CONTACT DETAILS OF THE DIRECTORS Sr. Name Address Contact No. No. 1. Mr. Rajesh Sharma 32, Vidhani Apartments, Narayan Dabholkar Marg, Dr. Vijay Narhar Gupchup 3. Mr. Mahabir Prasad Patni 4. Mr. Thekkekkara Meloth Mohan Nambiar 5. Mr. Parthasarathy Sampath Kumar 6. Mr. Dinesh Sharma Mumbai , Blue Haven, B. Hire Marg, Malabar Hill, Mumbai P-491, CIT Scheme, XL VII Keyatalla Lane, Kolkata , Jupiter Apartment, Cuffe Parade, Colaba, Mumbai 05 Flat No. 502, EDEN-1, Hiranandani Estate, Ghodbunder road, Patahlipada, Thane (w) Flat No. 64, Vijay Appt, 16, Carmichael Road, Bh. Jaslok Hospital, Mumbai / M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 6

7 7. Mr. Ankur Patni P-491,CIT, Scheme XLVII, Keyatolla lane, Kolkata Mr. Abhiram Seth 18, Anandlok, New Delhi 9. Mr. Shishir Tamotia 10. Mrs. Kishori Udeshi B98, Surya Vihar, Ph-II, Bhilai, Chattisgarh , Sumit Apts., Carmichael Road, Mumbai , / Nature of project The unit will manufacture Resin- Cation (600 MT/Month) and Resin- Anion (250 MT/Month) and By-product will Sulphuric acid (250 MT/Month). As per EIA notification 2006 and its amendment, the proposed project is falling under category 5(f). Since the unit is located in critically polluted area, it is categorized as B. 2.4 Market Feasibility In recent years, market demands for chemical products have become increasingly diverse and specialized, meaning that one must be able to offer customers a diverse range of synthesis techniques. Keeping in mind this trend, demand for products is increasing. Ion Exchange (India) Limited pioneered water treatment in India & today they are the country s premier company in water & environment management, with a strong global presence. Among few companies worldwide, with the entire range of technologies, processes, products & services, they are able to provide solutions for every sector industrial, institutional, municipal and household for both urban and rural markets. They manufacture world class ion exchange resins of all types - gel, macroporous and isoporous, for water, non-water and speciality applications in industries such as pharma, food & beverage, nuclear, chemical, bio-diesel, hydrometallurgy, sugar and many more. Located in Ankleshwar, a well developed industrial and economic zone in Gujarat it is one of the largest resin producing units and the first ion exchange resin manufacturing plant to receive ISO 9001:2000 and certification, in India. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 7

8 2.5 Employment generation due to the project Approx 32 persons will get employment from this proposed expansion project. The details are given below. Sr. Category Existing Proposed additional Total Manpower No. Manpower Manpower 1 Managerial Technical Administrative Skilled workers Unskilled workers Total: PROJECT DESCRIPTION 3.1 Type of project The proposed project will not include any interlinked and interdependent projects. It is Chemical manufacturing project. 3.2 Project location The proposed project site is located at plot no , GIDC Estate, Ankleshwar, Dist. Bharuch in the state of Gujarat. It is approximately 20 km distance from district head quarter Bharuch. The approximate geographical positioning of the project site is at Latitude: N, Longitude: E. The location of the project site can be identified from the location map shown in Figure-1 & 2. The salient features of the location of the project site are presented in give below Table 3 M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 8

9 TABLE 3 SALIENT FEATURES OF THE PROJECT SITE Particulars Details Taluka/ Tehsil Ankleshwar District Bharuch Approx. Geographical positioning Latitude: N Longitude: E Nearest City Bharuch about 20 KM Nearest Town Ankleshwar Nearest Highway NH No. 8 Nearest State highway Old National Highway No. 8 Nearest Railway line/ Ankleshwar Railway Station Railway station Nearest Airport/ Airbase Surat Protected Areas/ -- Sanctuaries FIGURE 1 LOCATION OF THE PROJECT SITE Ankleshwar Industrial area Panoli Industrial area Jhagadia industrial area Priaman CETP Canal Piraman to Katiyajal Effluent Pipe Jhagadia to Piraman CETP Panoli to Piraman CETP PROJECT M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 9

10 FIGURE -2 SATELLITE IMAGE OF THE PROJECT SITE 3.3 Criteria for Site selection This is expansion project. So the proponent did not consider any other alternative site for proposed expansion. The existing plot has sufficient area for carrying out expansion. 3.4 Neighboring Industries The industry is located in an area, which is already industrialized. The industries in the vicinity of the proposed project are given in the table 4: TABLE 4 NEARBY INDUSTRIES IN THE VICINITY Name of Direction with respect to Address Industry project site Open plot of East side of company Open GIDC Plot GIDC Open plot of North side of company Ankleshwar to Jhagadia Railway Line GIDC Heubach Colour Pvt. Ltd. South side of company Plot No. 9113/2, GIDC Estate, Ankleshwar Sajjan India Ltd West side of company Plot No GIDC Estate, Ankleshwar M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 10

11 3.5 Size of Project The expected cost of proposed project is Rs. 17 Crores. New Plant and machinery installations will also have to be acquired and installed. Environment Protection and safety systems have also been considered in planning the Cost Projection. Green belt development, provision of fire extinguishers etc. are also calculated. The following table shows the break-up of the proposed project cost. TABLE 5 CAPITAL COST OF PROJECTION Sr. No. Purpose Proposed 1. Land Building Rs Crores 3. Plant and Machinery 4. Q.A. Lab set up 5. Environment Protection & Safety a) Effluent treatment Plant Rs Crores b) Safety Equipment (PPE, fire Rs Crores extinguishers, Ventilation, etc.) c) Green belt development -- d) Fire -- Total Rs /- Crores 3.6 Process Technology The details are covered in Annexure-IV of Form-I. 3.7 Raw-Materials The proposed products are Cation & Anion Resins and the required raw materials will be purchased from the local/ Indian market. Details of raw-material consumption are attached as Annexure-III of Form-I. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 11

12 3.8 Resource optimization/recycling and reuse Solvent Recovery The unit will not be using any solvent for manufacture of the new product. Thus no solvent recovery will be carried out. 3.9 Resource Requirements Land The plot has been purchased by M/s. Ion Exchange (India) Ltd. The total plot area of the unit is sq. m Building The new building will be constructed. The approximate requirement or construction materials are given below table. Details are provided in plant lay out. TABLE 6 APPROXIMATE REQUIREMENT OF CONSTRUCTION MATERIALS Sr. Construction material Proposed Quantity No. 1. Stone m 2 2. Sand m 3 3. Aggregate m 3 4. Soil m Power and Fuel The unit s power and fuel requirement is provided in Table 7. There will not be any increase in fuel consumption. The unit is using natural gas as fuel in normal circumstances. Whenever, any issue of availability of natural gas is there, unit use LDO as fuel. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 12

13 TABLE 7 POWER AND FUEL REQUIREMENT Sr. No Name 1. Natural Gas for Boilers 2. LDO as Alternate Fuel to Boilers 3. Diesel For DG Sets 4. Energy- Electricity Existing Quantity As per Consent Proposed Quantity Total Quantity Source M 3 /Hr M 3 /Hr. GGCL Kl/Hr.(Only When Natural Gas not Available) Kl/Hr.(Only When Natural Gas not Available) LOCAL MARKET Kl/Hr Kl/Hr. LOCAL MARKET 900 KVA 700 KVA 1600 KVA DGVCL Water The category wise bifurcation of the water requirement is given in Table 8. The source of water will be from GIDC water supply scheme. There will not be increase in fresh water requirement. The unit has proposed to install RO system and recover additional 235 KL water. The efficiency of RO plant will be almost 70% permeate and 30 % reject. Earlier it was only 50% efficiency. The detail of water consumption is given in Table 8. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 13

14 TABLE 8 DETAILS OF WATER CONSUMPTION Particulars Existing Quantity (KL/Day) Proposed Quantity (KL /Day) Total Quantity (Proposed Scenario) (KL/Day) i) Domestic ii) Industrial Process 527 (Fresh) (Reused RO Permeate) -20 (Fresh)+ 235 (Reused RO Permeate) 507 (Fresh)+ 435 (Reused RO Permeate) Boiler Cooling Washing Gardening Total 665 (Fresh) (Reused RO Permeate 235 (Reused RO Permeate) 665 (Fresh) (Reused RO Permeate) Manpower The manpower required for the project as well as during the construction/ commissioning activities will be employed from the local area. The details are provided in Table 9. TABLE 9 DETAILS OF MAN POWER REQUIREMENT Sr. Category Existing Proposed additional Total Manpower No. Manpower Manpower 1. Managerial Technical Administrative Skilled workers Unskilled workers Total: Mitigation Measures & EMP Based on overall manufacturing & operation activities, the mitigation measures have been proposed by the company for the control of the anticipated pollution load. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 14

15 Wastewater Management Wastewater Generation The category-wise bifurcation of the anticipated wastewater generation details is given in the below Table.10. The unit will be segregating its effluent in to high COD (Bio stream) and low COD stream. The high COD stream will be treated to required norms and discharge in to GIDC drainage line. The low COD stream along with sewage, cooling tower blow down and boiler blow down will be treated separately and subjected to RO. The permeate will be recycled back in process and reject will be discharged. The discharged quantity will not increase after proposed expansion. The detailed water balance diagram is provided in Figure 3A and 3 B. TABLE 10 DETAILS OF WASTEWATER GENERATION Particulars Existing Quantity (KL/Day) Proposed scenario (KL /Day) i) Domestic 8 8 ii) Process Boiler + Cooling Tower Washing Gardening 0 0 Total Recovered by RO plant Actual Discharge M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 15

16 FIGURE -3A WATER BALANCE DIAGRAM (EXISTING) GIDC Water Consumption (665.0 KL/D) Process: (Fresh: 527 KL + RO Permeate: 200.0* KL) Boiler + Cooling Tower (Fresh: 90 KL) Domestic (8 KL) General Washing (26 KL) Gardening (14 KL) High COD Effluent to Biostream (200 KL) Low COD effluent to recycle stream (523 KL) Evaporation Loss (4 KL) Evaporation Loss (20 KL) Blow down (45 KL) Steam Water (25)* (Recycle) Sewagesoak pit (8 KL) From Washing (24 KL) Evaporation Loss (2 KL) Effluent Treatment Plant (800 KL/D) (Bio Stream: 200 KL/D + Recycle Stream: 600 KL/D) Bio Stream (200 KL) Recycle Stream (600 KL RO Plant (400KL) From Bio Stream (200 KL) From Recycle Stream (200 KL) RO Reject (200 KL) RO Permeate (200.0* KL) Reuse in Process Waste Water Tank ( ) = 600 KL Final Discharge to NCTL (600 KL/D) M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 16

17 FIGURE -3B WATER BALANCE DIAGRAM (PROPOSED) GIDC Water Consumption (665.0 KL/D) Process: (Fresh: 507 KL + RO Permeate: 435.0* KL) Boiler + Cooling Tower (Fresh: 110 KL) Domestic (8 KL) General Washing (26 KL) Gardening (14 KL) High COD/TDS Effluent to Biostream (300 KL) Low COD/TDS effluent to recycle stream (638 KL) Evaporation Loss (4 KL) Evaporation Loss (20 KL) Blow down (65 KL) Steam Water (25)* (Recycle) Sewagesoak pit (8 KL) From Washing (24 KL) Evaporation Loss (2 KL) Effluent Treatment Plant (1035 KL/D) (Bio Stream: 300 KL/D + Recycle Stream: 735 KL/D) Bio Stream (300 KL) Recycle Stream (735 KL) RO Plant (735 KL) From Bio Stream (300 KL) RO Reject (300 KL) RO Permeate (435.0* KL) Reuse in Process Waste Water Tank ( ) = 600 KL Final Discharge to NCTL (600 KL/D) M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 17

18 Wastewater Characteristics Industrial wastewater will be generated from process, cooling tower and boiler. The expected characteristics of industrial wastewater are provided in Table 11. TABLE 11 CHARACTERISTICS OF WASTEWATER Sr. No. Parameter Unit Recycle Stream Bio Stream Final Treated Effluent 1 ph COD Ppm Total Dissolved Solids Ppm Suspended Solids Ppm Ammonical Nitrogen Ppm Wastewater Treatment & Disposal BRIEF DESCRIPTION OF THE EFFLUENT TREATMENT PLANT MODE OF COLLECTION Mainly two types of effluent streams are generated in this scheme. One of recycle stream for recycle through biological, UF and RO system and another Biostream are for treatment through anaerobic & biological system. Recycle stream contain low COD generated within the manufacturing plant will be conveyed to the effluent treatment plant after due neutralization and collection in the separate equalization tank, equalization tank is designed for 1400 m 3 / day. Bio stream contain high COD generated within the manufacturing plant will be conveyed to the effluent treatment plant after due neutralization and collection in the separate equalization tank, equalization tank is designed for 450 m 3 / day. Cationic Recycle Stream: A. Effluent Collection Tank (200 m 3 ): The Recycle stream effluent from the production units comes to the tank through by gravity and domestic sewage comes to the tank through pump. It follows the treatment mentioned below. B. Neutralisation Tank: Pump the effluent from the common collection sump to neutralization tank. Effluent is mixed up with 5% caustic lye solution to make ph 7-8. For this operation we are having dedicated one caustic lye dosing tank. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 18

19 C. Equalization Tank (1400 m 3 ): We are having one Equalization tank of having total capacity of 1400 m 3. Equalisation tank is equipped with perforated pipe grid to supply air to mix the contents of equalization. Then transfer to fenton tank. D. Fenton Tank (20 m 3 ): The effluent coming from the Equalization is mixed up with 2% of lime solution to adjust ph. Here, ferric chloride is added for floc generation. For this operation we are having dedicated one lime dosing tank and one ferric chloride dosing tank. E. High Rated Solid Contact Clarifier (HRSCC) (100 m 3 ): Neutral effluent with suspended particles comes here by gravity from fenton tank. Here, polyelectrolyte is added approximately 2-4 ppm in concentration. Hence, suspended particles are settled down. The clean supernatant effluent is transferred to aeration Tank and settled sludge is transferred to sludge pit for further treatment. F. Aeration Tank (850 m 3 ): The neutral effluent is comes to the aeration tank for bio degradation, which is, equipped with imported silicone membranes for diffused aeration. The capacity of tank is 850 m 3. One air blower is operating on continuously and another one for standby. G. Secondary Clarifier (170 m 3 ): The mixed liquor from aeration tank comes to this system by pump. Here, biodegradable polyelectrolyte is added, so the active sludge is settled down and recycled to aeration tank. The supernatant effluent is transferred to clarifier water tank for further treatment in UF and RO plant. Here, sodium hypo chlorite is added in supernatant for antibacterial treatment. H. Clarifier Water Tank (40 m 3 ): The supernatant from secondary clarifier comes to clarifier water tank by gravity for further treatment. Then water transfer through multi grade filter (MGF) and activated carbon filter to Ultra filtration (UF) plant by pump. I. Ultra Filtration (UF) (34 m 3 /Hrs): After passing through ACF, effluent feed into UF via cartridge filter for ultra filtration which is set in auto system. UF permeate water taken in UF permeate tank for treatment of RO plant. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 19

20 J. Reverse Osmosis Plant (807 m 3 /Day) : After treatment of UF plant, UF permeate water feeding in RO plant. RO Permeate water taken in RO permeate tank through degasser tower. Permeate water reusing for Process/Boiler/Cooling Tower. RO Reject water transfer to final collection sump. K. Final Collection Sump (50 m 3 ): The effluent coming from the RO plant, after blending with MBR permeate water and then discharge to the GIDC drainage system for further treatment to NCTL through final outlet tank. Anionic Bio Stream: L. Effluent Collection Tank (450 m 3 ): The Bio stream effluents from the production units comes to the tank through pumps and Decantor washing effluent comes to the tank through pump. Equalisation tank is equipped with perforated pipe grid to supply air to mix the contents of equalization. Then transfer to fenton tank. It follows the treatment mentioned below. M. Fenton Tank (10 m 3 ): The effluent coming from the Equalization is mixed up with 2% of lime solution to adjust ph. Here, poly alluminium chloride is added for floc generation. For this operation we are having dedicated one lime dosing tank and one poly alluminium chloride dosing tank. N. High Rated Solid Contact Clarifier (HRSCC) (45 m 3 ): Neutral effluent with suspended particles comes here by gravity from fenton tank. Here, polyelectrolyte is added approximately 8-10 ppm in concentration. Hence, suspended particles are settled down. The clean supernatant effluent is transferred to recirculation tank and settled sludge is transferred to sludge pit for further treatment. O. Recirculation Tank (30 m 3 ) : The supernatant from HRSCC comes to recirculation tank by gravity for further treatment. Here, nutrients are added for bacteria growth and sodium carbonate is added for maintain alkalinity. The effluent is transferred to UASB reactor. P. Up flow Anaerobic Sludge Blanket Reactor (UASB) (1100 m 3 ) : Effluent from the recirculation tank is pumped to the two numbers of division boxes placed at the platform above the UASB reactor. Effluent is then further distributed to the ten numbers of inlet boxes from where by gravity effluent is fed to the UASB reactor with the help of 20 Nos HDPE pipes connected on each inlet box. Treated effluent is collected through two FRP launders and falls in to the common RCC launder. From this launder, one part of the UASB treated effluent is recycled back to the UASB through the UASB buffer tank, while other part is clarified in a lamella clarifier. Flow equal to the HRSCC outlet shall be sent to the lamella clarifier the other part has to be recycled back to UASB tank. The settled sludge, in normal operation is disposed off through centrifuge after mixing with other sludge. Biogas is flared off through a biogas flare system installed at site and excess biomass has to be disposed above a certain level of MLSS in the reactor. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 20

21 Q. Lamella Clarifier: The treated effluent from UASB comes to lamella clarifier by gravity for further treatment. The clean supernatant effluent is transferred to pre aeration tank and settled sludge is transferred to sludge pit for further treatment. R. Pre Aeration Tank (30 m 3 ) : Clarified effluent from lamella clarifier is collected by gravity in to the Pre-aeration tank from where it is pumped to the aeration tank for its further treatment. S. Aeration Tank (315 m 3 ): The neutral effluent is comes from pre aeration to the aeration tank for bio degradation, which is, equipped with imported silicone membranes for diffused aeration. The capacity of tank is 315 m 3. One air blower is operating on continuously and another one for standby. T. Membrane Bio Reactor (117 m 3 ): The mixed liquor from aeration tank comes to this system by pump. Always keep the flow at slightly higher than the permeate flow so that the effluent is always in a circulation mode. MBR tank blower will always be in continuously operation. One air blower is operating on continuously and another one for standby. MBR permeate water taken in MBR permeate tank for further treatment. The effluent coming from the MBR permeate water, after blending with RO plant effluent and then discharge to the GIDC drainage system. Anionic - Acidic Stream: Highly Acidic effluent of the plant is neutralized with 10% of lime solution in separate neutralizer reactor. After neutralization of effluent, drain to decanter feed tank. Here, other tanks drain sludge is mixed with these neutral effluents. U. Decanter: The slurry of decanter feed tank is pumped into the decanter for dewatering. Here, polyelectrolyte is added approximately 8-10 ppm in concentration. The clean supernatant effluent is transferred to bio effluent collection tank for further treatment and separated sludge is transferred to sludge storage area and finally sent to cement industries for recycle purpose. Decanter will always be in continuously operation. One decanter is operating on continuously and another one for standby. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 21

22 TABLE 12 DEMENTIONAL DETAILS OF ETP UNITS Sr. No. Name of Units Nos. Dimensions of Bio Stream Dimensions of Recycle Stream 1 Effluent Collection Tank 01 NA 200 m 3 2 Equalization Tank m m 3 3 Fenton reaction tank m 3 20 m 3 4 HRSCC Tank m m 3 5 Aeration Tank m m 3 6 Secondary clarifier 01 NA 170 m 3 7 Clarifier water tank: m 3 40 m 3 8 MGF m 3 /hr 34 m 3 /hr 9 UF 01 NA 34 m 3 /hr 10 UF Permeate tank 01 NA 100 m 3 11 RO Plant 01 NA 807 m 3 /Day 12 Final Collection Sump m 3 50 m 3 13 Sludge Pit for HRSCC m 3 Common 14 Final Outlet Tank 01 Common 50 m 3 15 Recirculation tank m 3 NA 16 UASB m 3 NA 17 MBR (87 m m 3 ) m 3 /hr NA 18 Lime preparation Reactor m 3 10 m 3 19 Neutralizer Reactor m 3 10 m 3 M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 22

23 FIGURE -4 FLOW DIAGRAM OF ETP ANIONIC ACIDIC STREAM POLYELECTROLYTE ANIONIC EFFLUENT (ACIDICSTRE AM) ACID NEUTRALIZATION LIME ADD DECANTO R FEED TANK Effluent DECENTOR CENTRIFUG E LIME SLURRY TANK PRIMARY SLUDGE COLLECTION TANK Sludge FROM MBR & BOTH HRSCC s& Secondary clarifier SLUDGE EFFLUENT TREATMENT VIA ANIONIC (BIO STREAM) EQUALIZATION TANK (450KL) SLUDGE STORAGE AREA M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 23

24 FIGURE -5 FLOW DIAGRAM OF ETP ANIONIC - RECYCLE STREAM FeCL 3, LIME Poly electrolyte CATIONIC EFFLUENT (RECYCLE EFFLUENT COLLECTIO N TANK EQUALIZ ATION TANK FENTON TANK HRSCC POLYELECTROLYTE, HYPO AERATION TANK (850 KL) SECONDARY CLARIFIER TANK MULTI GRADE FILTER ACTIVETED CARBON FILTER ULTRA FILTRATION PLANT PERMEATE FOR REUSE RO PERMEATE REVERSE OSMOSIS PLANT RO REJECT GIDC DRAIN TREATED EFFLUENT OUTLET TANK CARBON FILTER OXIDATION SUMP FINAL COLLECTION SUMP M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 24

25 FIGURE -6 FLOW DIAGRAM OF ETP CATIONIC - BIO STREAM PAC, Lime POLYELECTROL ANIONIC EFFLUENT (BIO STREAM) COLLECTION /EQUALIZATIO TANK (450 KL) FENTON TANK (BIO STREAM) HRSCC TANK DAP, Na 2 CO 3 LAMELLA CLARIFIER UASB TANK RECIRCULATIO N TANK PRE-AERATION ACF UREA, DAP AERATIO N TANK BIOMASS MEMBRAN E BIO REACTOR FINAL COLLEC TION SUMP OXIDATI ON TANK TREATED EFFLUENT OUTLET TANK FOR GIDC DRAIN BRIEF DESCRIPTION OF SLUDGE GENERATION PROCESS Acid and acidic water from chloro methylation process is separately collected into acid tank. The acid is neutralized with 10 % of lime slurry. The neutral slurry is sent to decantor. From decantor, lime sludge is drained into sludge drying bed. After drying process in sludge drying bed sludge is ready to dispatch. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 25

26 FIGURE -7 FLOW DIAGRAM OF SLUDGE GENERATION ACIDIC WATER LIME SLURRY NEUTRALIZER Clear liquid for effluent treatment DECANTOR Lime sludge to sludge drying bed Gaseous emissions & control Flue gas emissions There will be flue gas emission from five boilers and Two DG sets. Natural gas is regular fuel and LDO as alternate fuel will be used as in boilers and diesel will be used as fuel in DG set. The air pollution control measures are covered in below table 13. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 26

27 TABLE 13 DETAILS OF FLUE GAS EMISSIONS Sr. No. Stack Attach to Stack Height in Meter Diameter in meter As per Consent No. AWH Boiler (I to IV) 2. Boiler (V) 3. D.G Set (2 Nos.) Parameter Particulate Matter SO NO x 09 (Each) 0.1 Particulate Matter SO 2 NO x Permissible Limit 150 Mg/Nm ppm 50 ppm 150 Mg/Nm ppm 50 ppm As per proposed expansion 1 There will be no change in Flue gas emission due to Proposed Scenario Process emissions The process emissions from the proposed manufacturing activities are given in Table 14. TABLE 14 DETAILS OF PROCESS EMISSION Sr. Stack No. Diameter in Stack Attached to Stack Height in meter meter As per Consent No. AWH HCl Process Scrubber 2. SO 2 Process Scrubber Water Scrubber followed by Alkali scrubber Caustic Scrubber APCM Parameter Permissible Limit HCl Cl 2 20 Mg/Nm 3 09 Mg/Nm 3 SO 2 40 Mg/Nm 3 As per proposed expansion There will be no additional new process stacks due to proposed expansion Hazardous/ Non-hazardous waste management The following type of hazardous waste will be generated from the operational activities. All the waste will be stored separately in a designated storage area. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 27

28 TABLE 15 DETAILS OF HAZARDOUS WASTE Sr. No. Name of waste Cat. No. As per consent No. AWH Used Oil Lit/Month 2. Discarded Barrels Nos./Month Liners 2000 Kg/Month Insulation 65 Waste Kg/Month Personal 250 Protective Kg/Month Equipment s Broken Glassware 3. Chemical Gypsum & Bio-Mass from Waste Water Treatment 20 Kg/Month MT/Month Quantity As per proposed expansion 200 Lit/Month 500 Nos./Month 3000 Kg/Month 85 Kg/Month 450 Kg/Month Total 300 Lit/Month 600 Nos./Month 5000 Kg/Month 150 Kg/Month 700 Kg/Month Kg/Month Kg/Month MT/Month Method of disposal Collection, Storage, Sold to MoEF Approved Vendors. Collection, Storage, Sold to GPCB approved vendors after decontamination & other items will be disposed to TSDF-BEIL, Ankleshwar. Gypsum Will Be Sold to Cement Industry, M/s. Gujarat, Ambuja Cement, Kodinar, Gujarat & M/s. Ultratech Ltd (A Unit Of Gujarat Cement Works), Kovaya, Rajulacity, Amreli & Bio-Mass Will Be Disposed to BEIL, Ankleshwar. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 28

29 4. Spent Resin/Fines Resin From Ion Exchange Type Material Used For Water Purification (Non-Toxic & Non- Hazardous) 5. Spent Carbon 6. Wet Scrubber Residue 7. Spent Acid (H 2 SO 4 ) MT/Month MT/Month Kg/Month D2 350 M 3 /Month 0 50 MT/Month 0 10 MT/Month 0 10 Kg/Month 600 M 3 /Month 950 M 3 /Month Disposed to BEIL - Ankleshwar. Disposed to BEIL- Ankleshwar. Send to ETP for further treatment. Sold to actual end users Noise Control & Odour Ear plugs will be provided to the operating personnel in boiler room. Low noise generating equipments will be selected. Adequate engineering controls will be implemented to avoid noise pollution. The following steps will be taken for odour control. Raw-material feeding will be carried out by pumps and in close loop system. All reactions will be taken in closed reactor system. Roof top ventilation will be provided in the entire plant area. Regular monitoring will be done of piping and fittings for checking of any leakages Storage, Handling and Transport of Hazardous Chemicals The storage and mode of transport of chemicals will be done as per detailed MSDS and chemical hazards guide (NIOSH) for the hazardous chemicals. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 29

30 Few chemical to be used in the proposed activities are listed as Hazardous Chemicals as per the Schedule-1 of the MSIHC Rules, as amended in Health and Safety measures Few chemical to be used in the proposed activities are listed as Hazardous Chemicals as per the Schedule-1 of the MSIHC Rules, as amended in Physical hazards may manifest as fires, explosions, excessive temperatures, or the release of large volumes of gas or toxic or flammable gases or vapors. According to Schedule 2 & 3 of MSIHC Rules. Below mentioned is the summary proposed safety measures to be taken at site for control of anticipated hazards. Storage Hazards & Control Measures: Main products are Anion and Cation resins. They are in granules form and packed in bags of 25 kg and higher size. They are stored in fully ventilated store age locations. Spillage of the product may lead to slippery hazard and dusty atmosphere. People in the storage location may get exposed to dust hazards. Leakage of these granules has no effect on health. Fire in such go down can generate toxic fumes of the chemicals. Products flow along with firewater and flowing outside the go down and spreading in surrounding can also cause toxic effect. In case of fire, effluent generated from fire fighting operation is required to be collected, treated and disposed off in environmental friendly manner. Therefore, precautions regarding prevention of fire and leakage of such chemicals are most necessary. Fire detectors in product go down will be useful in this regard. Similarly, for raw material go down, Hazardous RM is being stored. These chemicals are hazardous, toxic and having fire hazards. Necessary precautions signage should be displayed. Material handling signage should be displayed. The bulk storage areas are separated from main plant and transfer is thro pipe line which is a safe handling. The storage tanks have dyke wall to take care in case of emergency. Looking to the flammable and toxic property of certain raw material like methanol, Di-Methyl Amino Ethanol, Iso-Butyl Alcohol, MYL (Di Methoxy Methane), Methacrylic Acid, Methacrylate and many such chemicals, it is flame proof electrical fitting uniformly in the entire storage sheds and provided proper ventilation to prevent accumulation of flammable vapors. Installation of continuous LEL detector with hooter / alarm is also very much advisable. The above ground storage tanks area and underground tank area pose high fire hazards. The area need to be ensured cordoned off as per the drawing approved by PESO- Nagpur. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 30

31 Necessary fire protection measures need to be ensured for the area viz keeping the fire hydrant posts approachable, avoiding waste accumulation in the area. Heat / fire detectors will help to detect fire and control it in time. Process, hazards and controls: Manufacturing process includes use of raw materials like styrene, DVB, H 2 SO 4, Oleum, EDC, Dilute H 2 SO 4, DMA, TMA, DMEA, HCl, MYL, CSA, MF, Methanol, many other flammable, toxic as well as reactive chemicals. Their reactions with other chemicals generate toxic fumes and gases. These are toxic hazards. Necessary controls are provided on reaction vessels viz suction of fumes with blower and scrubbing the fumes. Reaction controls are from DCS. Most of the reactions are carried out at atmospheric pressure and required temperature. Addition / transfer of solvent / chemicals in the Process vessel is run by trained people and use of special PPEs. SOP s is available and updated from time to time. Many operations generate dust hazards where we provide dust control measures as necessary. Dilution ventilation or Local exhaust ventilation are provided. Other Hazards: Loading and unloading of materials, use of acids and alkalis, methanol handling and use of flammable chemicals, working with hazardous processes, working near D.G. Sets, pumps and motors, transmission machinery etc. and use of utilities contribute variety of hazards like toxic effect, fire, dust exposures, high noise, hot surfaces, rotating part of the machines etc. Necessary control measures depending on the type of hazards are provided. Their proper maintenance and safe working methods are provided. The area is kept neat and clean and housekeeping is maintained, unobstructed, No damaged floor and covered plant channels to avoid primary hazards. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 31

32 4.0 SITE ANALYSIS 4.1 Connectivity The site is located at Plot no , GIDC Estate, Ankleshwar, Gujarat. The land and Infrastructure is already available and the raw materials are easily available through the easy transport via road connectivity. Ankleshwar Industrial Estate was set up by Gujarat Industrial Development Corporation in early 70s. This industrial estate is spread over an area of 1600 hectares in close proximity to National Highway No.8 and Delhi-Mumbai Railway Line. Being an ideal location for industrialization, as on date, more than 1500 industries, consisting of chemicals, pesticides, pharmaceuticals, bulk drugs, petroleum products, engineering, textiles, plastics, rubber and packaging etc. are located in this industrial estate. The town is known for its industrial township called GIDC (Gujarat Industrial Development Corporation). Ankleshwar has an office of the ONGC (Oil and Natural Gas Corporation Limited). GIDC is organizing Trade fare and Industrial expo occasionally to attract large number of industries all over from India. It also helps to get customer on large basis. Ankleshwar is connected by Indian National Highway 8 (Mumbai to New Delhi) and by the Western Railway Division of Indian Railways. The railway division also runs the broad gauge train services to Rajpipla. The 133 year-old Golden Bridge connects Ankleshwar to Bharuch across the Narmada on the station front while a new bridge connects the highway, the other bridge on the highway is now ready to use. Ankleshwar City Bus stand is located on Station Road (i.e. located in the City, the western section). Development project of Ankleshwar Airport & City Bus are in pipe line in last stage. Ankleshwar is an educated city. It has an average literacy rate of 79%, higher than the national average of 59.5%; with 56% of the males and 44% of females literate. Ankleshwar JN Rail Way Station, Sanjali Rail Way Station are the very nearby railway station to Ankleshwar GIDC. However Surat Rail Way Station is major railway station 56 KM near to Ankleshwar GIDC. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 32

33 Healthcare Hospitals include are the Jayaben Modi Hospital, Sarvajanik Hospital, Sanjivani Hospital Sardar Patel Hospital. And now ESIC's (Employee State Insurance Corporation)New Hospital is under Construction. In April 2014, the "New Life" private hospital was constructed in Jasaat Plaza (Station Road). It is conveniently served by Ankleshwar's main bus & railway stations. Shopping and Recreation: There is a lake in GIDC & City area. Situated in front of GIDC Lake, Lakeview Plaza Mall is city's first truly integrated mall for restaurants, entertainment and hotel stay. Nav Graha Jain Mandir (G.I.D.C), Manav Mandir, Sai & Swaminarayan Temple are big temples in Ankleshwar. Ankleshwar City is also having big Mosques Halimsha Datar Bhandari, Garib nawaz, etc. Centers of Brahma Kumaris World Spiritual University is located in both GIDC and City area which helps you to Know your true self with the help of Free Rajyoga Meditation Classes. There are parks such as The Millennium Park and old parks in Ankleshwar city, the GIDC Water Reservoir, and sports center. There are swimming pools, Joggers park, children's park, Rotary library and other recreation centers in the GIDC area. There is an Open Air Theater in GIDC Area. Chauta Bazar is the biggest shopping area in Ankleshwar. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 33

34 4.2 Land use and land ownership The proposed project site is located at plot no , GIDC Estate, Ankleshwar, Gujarat. The total plot area of the unit is Sq. M. The project is located at private land. Land ownership is with project proponents. They have valid consent from Gujarat Pollution Control Board, Gandhinagar. And the consent no. is AWH: and it is attached as an Annexure-X. 4.3 Existing Land use The proposed project site is located at plot no , GIDC Estate, Ankleshwar, The plot is notified by GIDC for industrial purpose. 4.4 Existing Infrastructure The project is located in a well-developed zone, which have all essential facilities such as well-connected road network with ease of transportation, arrangement for supply of water and power to industries, effluent disposal facilities etc. 4.5 Soil Classification The soils of the district are derived from the Deccan trap which is main rock formation of the district. The soil of the district can be classified as light, medium and heavy according to depth, texture and location. There is sandy loam to loamy in texture, brownish black in color. 4.6 Climate data As per gathered meteorological data, the maximum temperature is 43 C, where as the minimum temperature is 14.8 C. The relative humidity levels varied from 13% to 86%. The maximum and minimum as well as relative humidity for a period of March, 2014 to May, 2014 are presented in Table 16. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 34

35 TABLE 16 DETAILS OF MICRO METEOROLOGICAL DATA (Data from Indian Meteorological Department, Ahmadabad) Based on the above metrological data, wind rose has been prepared for the summer season period from March 2014 to May As per the metrological data, it shows that the average wind speed in March, April, and May 2014 is 2.76 m/s with wind direction blowing to NE. Month Temperature( o c) Humidity (%) Rain fall (mm) Maximum Minimum Maximum Minimum Maximum MARCH APRIL MAY The wind rose prepared from same data is shown at Figure 8. FIGURE 8 WIND ROSE DIAGARM FOR PERIOD (MARCH TO MAY, 2014) M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 35

36 4.7 Social Infra structure Population density and sex ratio of Bharuch District was reported 238 persons/sq.km. and 920 females per 1000 males respectively in 2011 census report. Total literacy of Bharuch District was found %.The basic amenities like primary and secondary education schools, community health workers, primary health sub centre, private practitioners, primary health centre, maternity and child welfare, dispensaries, T.B clinic, family welfare centre, hospital, drinking water, transportation facilities, electricity, telephone etc. are available. 5.0 PLANNING BRIEF 5.1 Planning concept Ankleshwar is largely an industrial area dominated by large scale industries, especially chemical plants. Now the unit has proposed to manufacture Anion resins and Cation resins. Ankleshwar in Gujarat has an industrial area with common effluent treatment plant, common incinerator and land fill site. Govt. agencies provide many basic facilities like uninterrupted water supply, power and road network. 5.2 Population projection As per provisional reports of Census India, Population of Bharuch District in 2011 is 1,551,019. Population of male and female are 805,707 and 713,676 respectively. The sex ratio of Bharuch city is 920 females per 1000 males. In education section, total literates in Vadodara District are 2,893,080 of which 1,614,087 are males while 1,278,993 are females. Average literacy rate of Vadodara district is 78.92%. 5.3 Land use planning The proposed project is on a GIDC land. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 36

37 5.4 Assessment of Infrastructure Demand The M/s. Ion Exchange (India) Ltd. shall get water from GIDC water supply scheme. So there will be no additional stress on ground water resources and there will be no adverse effect on the ground water resources available in the nearby area. The unit has proposed 700 KVA connected load form DGVCL. The transportation facilities will also expect to improve due to increase in the movement of workers and raw material and finished products. 5.5 Amenities/Facilities The available basic amenities are as under: (A) Education Facilities: All the villages have a minimum of one primary school. (B) Medical Facilities: All the surrounding villages have medical facilities. (C) Drinking water Facilities & Power Supply: All the villages have potable water supply and in 100% area the drinking water is supplied through taps, wells and tube wells. All the villages have power supply facilities in the study region. (D) Post, Telegraph & Telephone facilities The information collected clearly indicates that the infrastructural facilities are provided by respective government agencies for the development of this area. For communication purpose, post office and phones are available in most of the villages. (E) Transport Facilities: Bus services are available in all the villages of the study region within 5 km area and are the most preferable mode of transport in the region. Auto-rickshaw is also used as transport facility. Villages are connected with paved roads. All the surrounding area is covered with 108 emergency facilities. M/s. JYOTI OM CHEMICAL RESEARCH CENTRE PVT. LTD., ANKLESHWAR 37

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