M/s. Anugrah In-Org Pvt. Limited (II), GIDC Dahej, Vagra, Bharuch. EXECUTIVE SUMMARY M/s. Anugrah In-Org Pvt. Limited (Unit II) is intending to manufacture “Agrochemical”at Plot No.: D2-CH/143, GIDC Dahej, Vagra, Bharuch, Gujarat. As per EIA Notification dated 14th September, 2006 as amended from time to time, the project falls under Category ‘A’ Project. The details of products are given below table 1. TABLE: 1 LIST OF PRODUCTS Sr. Name of Products Capacity (MT/Month) No. 1. 2,4 Di Chloro Phenoxy Acetic Acid 1200 The expected cost of project is Rs.8.84 Cr. The total plot area of the unit is 9862.84 sq. m. The green belt area will be 2028 sq.m. The unit will use steam from our existing plant and no additional boiler is required. The unit will use 54 KL/Day of fresh water. 49 KL/Day of water will be used for the Industrial purpose and 5 KL/Day will be used for Domestic purpose. The total treated effluent will be 335.4 KLD. Out of this i.e. 275.4 KLD, will be reused in cooling tower and remaining quantity i.e.60 KLD (R.O. Reject) will be sent to MEE. Domestic wastewater generation will be 4.00 KL/Day. The flue gas emission details are submitted with state committee for our Chlorinated products Environmental Clearance. The hazardous waste generation from proposed ETP will be ETP waste 540 MT/Month, Used/spent oil-100 Lit/month, Empty drum/bags, Salt from MEE-450 T/Month. M/s. Jyoti Om Chemical Research Centre Pvt. Ltd.,Ankleshwar. 1 M/S ANUGRAH IN-ORG PVT LIMITED (II),GIDC Dahej, Vagra, Bharuch. 2.0 INTRODUCTION 2.1 The Project M/s. Anugrah In-Org Pvt. Limited (II) is intending to manufacture Agrochemicals at Plot No.: D2-CH/143, GIDC Dahej, Vagra, Bharuch, Gujarat. The list of products is provided in Table 1. 2.2 Project Proponent The list of Directors is given in Table 2. TABLE: 2 CONTACT DETAILS OF THE DIRECTORS Sr. Name of Director Address No. 1. Mr. Kashyap Hasmukhlal Shah 30/A, Mehsananagar Society, Nizampura, Vadodara - 390024 2. Mr. Chirag Hasmukhlal Shah FF , Signam – II , Near Mehsananagar, Vadodara – 390024 The directors of the company have good experience in handling the production management, financial management and all the allied areas. 2.3 Nature of project As per EIA notification 2006, the proposed project is falling under category 5(b). 2.4 Market Feasibility: The proposed product is Agrochemical having applications in Agriculture. The promoters are already in the business of all these products and have in-depth knowledge of application of proposed products and market requirement. Based on that information, the proposed project is framed. 3.0 PROJECT DESCRIPTION 3.1 Type of project M/s. Anugrah In-Org Pvt Limited (II) is intending to manufacture Agro Chemicals at Plot No.: D2-CH/143, GIDC Dahej, Vagra, Bharuch, Gujarat. 3.2 Project location The proposed project will be in open land in GIDC Dahej, Vagra, Bharuch, Gujarat. It will be approximately 40 km distance from Bharuch. The approximate geographical positioning of the project site is at Latitude: 21°43'15.11"N and Longitude: 72°37'11.93"E. The salient features of the location of the project site are presented in Table 3. M/s. Jyoti Om Chemical Research Centre Pvt. Ltd., Ankleshwar. 2 M/S ANUGRAH IN-ORG PVT LIMITED (II),GIDC Dahej, Vagra, Bharuch. TABLE: 3 SALIENT FEATURES OF THE PROJECT SITE Particulars Details Village Dahej Taluka/ Tehsil Vagra District Bharuch Approx. Geographical Latitude: 21°43'15.11"N and positioning Longitude: 72°37'11.93"E. Nearest City Bharuch- 40 Km Nearest Town Bharuch Nearest Highway National Highway No. 8 Nearest State highway State Highway No.6 Nearest Railway line/ Railway Bharuch station Nearest Airport/ Airbase Vadodara Protected Areas/ Sanctuaries --- M/s. Jyoti Om Chemical Research Centre Pvt. Ltd., Ankleshwar. 3 M/S ANUGRAH IN-ORG PVT LIMITED (II),GIDC Dahej, Vagra, Bharuch. FIGURE: 1 SATELLITE IMAGE OF THE PROJECT SITE 3.3 Site selection The project proponent is not considering any other alternative site for proposed expansion. 3.4 Neighboring Industries The industry is proposed to be 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 Sr. Industries Name No. 1. Meghmani Finechem Limited 2. ADAMA Agrochemicals 3. Payal Industries 4. Aarti Industries M/s. Jyoti Om Chemical Research Centre Pvt. Ltd., Ankleshwar. 4 M/S ANUGRAH IN-ORG PVT LIMITED (II),GIDC Dahej, Vagra, Bharuch. 3.5 Size of project 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 below table shows the break-up of the proposed project cost. TABLE: 5 CAPITAL COST PROJECTION Sr. Purpose Proposed No. (Rs. In Lacs) 1. Land 00 2. Building 20 3. Plant and Machinery 714 4. Q.A. Lab set up 50 5. Env. Protection & Safety a) Effluent treatment Plant 75 b) Safety Equipment (PPE, fire 15 extinguishers, Ventilation, etc.) c) Green belt development 5 d) Fire 5 Total 884 3.6 Process Technology The proposed product is “Agro Chemicals”. These are characterized for their physico- chemical properties. Process details like Process description, chemical reactions and mass balance as Annexure -VIII. 3.7 Raw-Materials The proposed product is Agro Chemicals and the required raw materials will be purchased from the local/ Indian market. Details of raw-material consumption are given in Annexure-IV. 3.8 Resource optimization/recycling and reuse 3.8.1 Solvent Recovery Unit will achieve solvent recovery more than 98%. The all condensers will be 2 stage condensers 1st attach to cooling tower and 2nd attached to chilled water circulation. The vent will be passed through carbon column and thus traces of solvents will get absorbed in carbon. Thus there will be zero VOC emission from the project. M/s. Jyoti Om Chemical Research Centre Pvt. Ltd., Ankleshwar. 5 M/S ANUGRAH IN-ORG PVT LIMITED (II),GIDC Dahej, Vagra, Bharuch. 3.9 Resource Requirements 3.9.1 Land The plot has been purchased by M/s. Anugrah In-Org (P) Limited. The total plot area of the unit is 9862.84 Sq. m. 3.9.2 Building The new building will be constructed and the approximate requirement of construction materials is given table 6. TABLE: 6 APPROXIMATE REQUIREMENT OF CONSTRUCTION MATERIALS Sr. Construction material Proposed Quantity No. 1. Bricks Locally available construction material 2. TMT Steel will be used in the project that will be 3. Kapchi transported by road transportation. 4. Cement 5. Sand 3.9.3 Power and Fuel TABLE: 7 POWER AND FUEL REQUIREMENT FUEL Sr. Particulars Remarks No. 1. Type of Fuel Steam 2. Consumption rate 5 T/hr. 3. Source of supply From existing unit. POWER Sr. Particulars Remarks No. 1. Type of Energy Electricity 2. Connected load 1000 HP 3. Source DGVCL 3.9.4 Water The category wise bifurcation of the water requirement is given in Table 8. The source of water will be from GIDC. M/s. Jyoti Om Chemical Research Centre Pvt. Ltd., Ankleshwar. 6 M/S ANUGRAH IN-ORG PVT LIMITED (II),GIDC Dahej, Vagra, Bharuch. TABLE: 8 WATER CONSUMPTION Sr. Particulate Proposed Total water consumption in No. KL/day 1 Domestic 5 Industrial 49 2 Process 134.4 Gardening 20 Cooling tower 170 RO (permeate) 275.4 (Recycles to process, gardening & cooling tower ) Total 324.4(54 Fresh + 275.4 Recycle ) 3.9.5 Manpower The manpower required for the project as well as during the construction/ commissioning activities will be employed from the local area. TABLE: 9 MAN POWER REQUIREMENT Phase of project Type of labor No. of workers (Proposed Scenario) During construction Contractual 30 During commissioning Contractual 20 During operations Managerial 10 Skilled 10 Un-skilled 30 3.10 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. 3.10.1 Wastewater Management 3.10.1.1 Wastewater Generation The category-wise bifurcation of the anticipated wastewater generation details is given in Table 10. M/s. Jyoti Om Chemical Research Centre Pvt. Ltd., Ankleshwar. 7 M/S ANUGRAH IN-ORG PVT LIMITED (II),GIDC Dahej, Vagra, Bharuch. TABLE: 10 WASTEWATER GENERATION Sr.No. Particulate Proposed wastewater generation in KL/day 1 Domestic 4 2 Industrial ME-condensate 329.4(Process-284.4;RO permeate-60,less-15 salt) Cooling 24 Total(Industrial) 353.4 Total 357.4 Particulate Proposed wastewater generation in KL/day  ETP inlet includes ME condensate 329.4 KLD( Process 284.4 KLD + 60 RO reject, less 15 KLD salt to TSDF),24 KLD from Utility.275.4 RO permeate recycle to inlet. ETP outlet will be inlet to RO. Unit will achieve Zero Liquid Discharge. M/s. Jyoti Om Chemical Research Centre Pvt. Ltd., Ankleshwar. 8 M/S ANUGRAH IN-ORG PVT LIMITED (II),GIDC Dahej, Vagra, Bharuch. FIGURE: 2 WATER BALANCE DIAGRAM Water Balance Diagram FRESH INDUSTRIAL WATER 54 275.4 329.4 PROCESS WATER COOLING TOWER DOMESTIC GARDAN 134.4 170 5 20 Effluent from process 284.4 MEE Cooling blowdown 344.4 15 24 SOAK PIT Salt to TSDF 4 329.4 ETP To Landfill 353.4 18 Reject Final Discharge to GIDC drain/CETP 60 RO as an option. 335.4 RO PERMEATE Note:-All values are in KLD 275.4 M/s. Jyoti Om Chemical Research Centre Pvt. Ltd., Ankleshwar. 11 M/S ANUGRAH IN-ORG PVT LIMITED (II),GIDC Dahej, Vagra, Bharuch. DETAILS OF TREATMENT SCHEME AND DISPOSAL METHODS The effluents generated from various areas are:  Process Waste water  Domestic sewage  Utility blow downs- Boiler, Cooling Tower, DM plant etc. Stream A: Other high TDS & high COD streams from the process will be collected separately. Primary treatment will be provided followed by multiple effect evaporation. The condensate from MEE shall then pump to ETP for secondary treatment. Stream B: TDS streams i.e. utilities blow downs sewage along with condensate from MEE as a combined stream shall be treated in ETP consisting of Secondary Biological Treatment and primary treatment followed by RO. The RO reject will be transferred to MEE for salt removal while RO permeate will be used in cooling tower. Inlet & Outlet characteristic of waste water is below. TABLE: 11 CHARACTERSTICS OF WASTE WATER Sr. Combined ETP Inlet ETP outlet Parameters Unit No. Characteristics Characteristics 1. pH - 5-7 6.5-8.5 2. COD mg/l 7000 250 3. BOD mg/l 2500 50 4. TDS mg/l 10000 1500 5. SS mg/l 250 100 6. O & G mg/l 15 10 Process description Waste water generated from the proposed manufacturing plant is segregated into separate streams depending on their pollution levels as given in wastewater treatment methodology. The detailed process description along with treatment units and their sizing is given further. Stream A: The high TDS & high COD stream from the process plant (~ 284.4 KLD with 5.8% TDS) containing inorganic salts like sodium chloride, sodium sulphate etc.is segregated and sent to an Oil & grease separator and then to an Equalization tank. M/s. Jyoti Om Chemical Research Centre Pvt. Ltd., Ankleshwar. 12