Consultant: M/s. SADEKAR ENVIRO ENGINEERS PVT. LTD.

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Summary For Ria Organics Private Limited, D-26/2, Kurkumbh - MIDC, Taluka - Daund Dist. Pune, Maharashtra, India. Consultant: M/s. SADEKAR ENVIRO ENGINEERS PVT. LTD. Accredited by QCI NABET Lab. Recognized by MoEF, Govt. of India NABL Accredited Certificate No. T- 2190, Certified by ISO 9001:2008 Certified by BS OHSAS 18001:2007 403/404, Paradise Tower, Opp. Alok Hotel, Gokhale road, Naupada, Thane 400 602 Telephone : 022-25338243 / 25435481 Email : psadekar@yahoo.com / prs@sadekarenviro.com Web site:- www.sadekarenviro.com April, 2016 1. Executive Summary Name of the Project Proponent : Mr. Mathew Kavalam

1. Executive Summary Address of the Industry : Ria Organics Private Limited D - 26/2 Kurkubh - MIDC, Taluka - Daund, Dist. - Pune, Maharashtra, India. Total Plot Area : 8,000 Sq.m. Green Belt Area : 1,320.00 Sq.m. Production Details (MT/M) : 42.8 T/A Sr. No. in the Schedule : 5(f) Project Category : B-1 Water Requirement :60 CMD Power Requirement 1. Connected Load : 759 KW 2. Power Demand : 380 KVA Total Cost of the project : 14 Crores Pollution Load and Mitigation Measures The industry will take necessary precautionary measures in view of environmental protection by implementing efficient pollution control equipments like Scrubbers to control the process related air emissions, adequate stack height for boiler & DG set. The industry will setup a full-fledged ETP of 40 CMD capacity with Tertiary treatment scheme for treatment of waste water with RO capacity & MEE of 10 CMD capacity will be installed to achieve zero discharge. The company will acquire membership of Power Ltd. - CHWTSDF at for disposal of hazardous waste. The other non hazardous solid waste such as empty drums and paper bags etc. will be sold to recycler. Page 2

Total Quantum of Waste Water to be Generated : 30 CMD Quantity of Effluent from process & other operations : 25 CMD Quantity of Domestic Effluent : 5 CMD Effluent Treatment Plant In view of set up of proposed manufacturing plant the company will establish full-fledged effluent treatment plant of 60 CMD capacity comprising of tertiary treatment scheme for treatment of low COD effluent along with RO capacity and MEE of 10 CMD capacity will be installed for treatment for high COD effluent. The proposed plant will be a zero liquid discharge plant. Effluent Characteristics Sr. No. Parameter Characteristics MPCB Limit Before Treatment After Treatment 1. ph 4.0-10.0 6.74 6.5 to 8.5 2. Oil & Grease 0-5 Nil 10 3. Total Dissolved Solids 500-2500 310 2100 4. Total Suspended Solids 100-200 48 100 5. COD 5000-7000 211 250 6. BOD(3 days at 27 0 C) 300-400 60 100 7. Sulphates 300-400 97 1000 Note: All the parameters are expressed in mg/l except ph. Quantum of Waste to be Generated: Sr. No. Name of waste Quantity (T/A) Nature Type Disposal Hazardous Waste 1 ETP Sludge 3.0 Sludge Chemical 2 Spent carbon 1.0 Solid Organic Page 3

3 Distillation residues 0.5 Sludge Organic Salt 4 Spent Oil 0.5 Liquid Organic Non - Hazardous Waste 1 Empty Drums 100 No. Solid -- Return to the Supplier/ Sale to Authorized party 2 Packing Waste Material 100 kg/m Solid -- Air Emission Control Return to the Supplier/ Sale to Authorized party Sr. Component Utilities Proposed to be installed No 1. Air Stack attached to Utilities Description various utilities with sufficient height Capacity Fuel Type & Quantit Stack Heigh t Boiler 1 X 600 kg/hr Thermopac k 1 X 4,00,000 kilocal/hr. DG Set 1 X 320 KVA y FO 288 l/day FO - 304 l/day HSD 65 l/hr (will be operate d only during power failure) 31 (com mon stack for boiler & ther mopa ck) 14.5 from grou nd Source of Fuel Local Vendor Scrubbers Plant Section & Height form ground Description Page 4

Units Process Scrubber - 12 m above roof 2000 CFM Acidic Scrubber Page 5