PRE-FEASIBILITY REPORT

PRE-FEASIBILITY REPORT For ToR of Proposed Project Of MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS of 850 MT/Month By PASHUPATI INDUSTRIES 169/1/A2, Phase 1, Opposite Telephone Exchange, GIDC Naroda, Ahmedabad-382330 (M)9904310033, E-mail:anubhavjagani@gmail.com

PRE-FEASIBILITY REPORT EXECUTIVE SUMMARY M/s is a proposed project planning to manufacture S.O. Chemicals @ 850 MT/Month located at Plot No. 169/1/A2, Phase- 1, Opposite Telephone Exchange, GIDC Naroda, Ahmedabad- 382330. The project falls under category B, section 5(f) of EIA notification 2006 and amendment thereof. The site is well connected with road and railway, nearest city Ahmedabad and there is no national park, wildlife sanctuary, eco sensitive areas in surrounding 10 km radius. The project doesn t fall under CRZ boundaries. 1.0 INTRODUCTION OF THE PROJECT BACKGROUND INFORMATION 1.1 Identification of project and project proponent. Pashupati industries has proposed to manufacture Synthetic Organic Chemicals @850 MT/Month located at Plot No. 169/1/A2, Phase- 1, Opposite Telephone Exchange, GIDC Naroda, Ahmedabad- 382330. Pashupati industries is promoted by Mr. ANUBHAV R.JAGANI 1.2 Brief description of nature of the project. The Project falls under Category B, section 5 (f) of EIA Notification September 2006 and amendment December, 2009. Hence, Environmental Clearance is applicable to the Proposed Project. 1.3 Need for the project and its importance to the country and or region This unit PASHUPATI INDUSTRIES is able to meet the demand of proposed expansion. The unit will use Good Faith Efforts to employ local people from the nearby villages depending upon the availability of skilled & un-skilled man-power surrounding the project site. In operation phase the proposed project would require significant work force of nontechnical and technical persons. Migration of highly educated and skilled experience persons will result in increase of literacy In the Surrounding Villages. 1.4 Employment Generation (Direct and Indirect) due to the project

The proposed project will give direct employment to local peoplee based on qualification and equirement. In addition to direct employment, indirect employment shall generate ancillary business to some extent for the local population.. In operation phase, the proposed project would equire significant work force of non-technical and technical persons. Migration of highly education and skilled experience will result in increase of literacy in the surrounding villages. 2.0 PROJECT DESCRIPTION 2.1 PASHUPATI INDUSTRIES has proposed to manufacture Synthetic Organic Chemicals @ 850 MT/Month located at Plot No. 169/1/A2, Phase- 1, 1 Opposite Telephone Exchange, GIDC Naroda, Ahmedabad- 382330.. 2.2 Location (Map showing general location, specific location, & project site layout) with co-ordinates. Coordinate of the Project: and project boundary Point A B C D Latitudes 23 4'51.47"N 23 4'49.74"N 23 4'49.02"N 23 4'50.77"N LongitudesL s 72 39'40.05" "E 72 39'37.91" "E 72 39'38.35" "E 72 39'40.63" "E Figure 1: Location

Latitude 23 4'50.35"NN Longitude 72 39'39.38" "E PLANT LAY OUT Details of alternate sitess considered and the basis of selecting the proposed site, particularly the environmental considerations gone into shouldd be highlighted. Major factors involved in the selectionn of site are listed below: Proposed project site is in the Naroda Area near Ahmedabadd city. The project site is located on level ground, which does not require any major land filling for is a gradingg work. Proximity to raw material suppliers. Site is very well connected by road and railway. Availability of Power, Water, etc. 2.3 Size or magnitude of operation. The product details are given below:

Sr. no. Name of the Products Table 1: Product Details CAS no. / CI no. Quantity MT/Month Existing Proposed Total 108-45-2 2.5-750 1. MPD (meta phenylene di amine) 2. Reactive Dyes (Navy Blue Rx. Yellow MUG) 3. Reactive Black 5/Mix 12225-25-1-750 4. Reactive Black WNN - 5. Reactive Black 39 -/205071 6. Reactive Black 8 12225-26-2 7. Reactive Black 31 12731-63-4 8. Acid Black 2 80316-29-6 9. Solvent Black 5 11099-03-9 10. Solvent Black 7 8005-02-5 11. Acid Red 97 10169-02-5 12. Acid Red 131 12234-99-0 13. Acid Orange 7 633-96-5 14. Direct Black 32 6473-13-8 15. Acid Black 210 99576-15-5 16. Acid Black 194 61931-02-0 17. Acid Black 234 157577-99-6 18. Acid Black 113 3351-05-1 19. Acid Black 10BX 1820-82-5 20. Acid Black 193 12392-64-2 21. Reactive Red 195 93050-79-4 22. Reactive Red 250 125830-49-1 23. Reactive Red 223 93051-43-5 24. Reactive Red 111 88232-20-6 25. Reactive Red 198 145017-98-7 26. Reactive Red 120 61951-82-4 27. Reactive Red CD 91-56-5 28. Reactive Red 21 11099-79-9 29. Reactive Red 222 93051-45-7 30. Reactive Red 141 61931-52-0 31. Reactive Red 3.1 23211-47-4 32. Reactive Red 24.1 72829-25-5 33. Reactive Red 31 12237-00-2 34. Reactive Red 45 12226-22-1 35. Reactive Red 218 113653-03-5 36. Reactive Red 245 340977-00-6 37. Reactive Yellow 145 93050-80-7 38. Reactive Yellow 44 12270-91-6 39. Reactive Yellow 84 61951-85-7 40. Reactive Yellow 18 12226-48-1 End-use of the products - 5.0 - Dyeing & Printing

41. Reactive Yellow 15 12226-47-0 42. Reactive Yellow XLR 5809-16-7 43. Reactive Yellow HEXL Mixture of 59112-78-6, 77907-38-1, & 93050-80-7 44. Reactive Yellow HE4G 59112-78-6 45. Reactive Yellow W3R 12220-12-1 46. Reactive Yellow RR 93050-80-7 47. Reactive Yellow 42 12226-63-0 48. Reactive Yellow 57 61969-35-5 49. Reactive Yellow 85 71872-81-6 50. Reactive Yellow 86 61951-86-8 51. Reactive Yellow 210-52. Reactive Yellow 160 129898-77-7 53. Reactive Yellow 135 77907-38-1 54. Reactive Yellow 186 84000-63-5 55. Reactive Yellow 95 71838-98-7 56. Reactive Orange 122 79809-27-1 57. Reactive Orange 13 12225-85-3 58. Reactive Orange 107 90597-79-8 59. Reactive Orange 2R 79809-27-1 60. Reactive Orange 16 12225-83-1 61. Reactive Orange 35 12270-76-7 62. Reactive Orange W3R 12220-12-1 63. Reactive Orange R 12220-12-1 64. Reactive Orange 12 35642-64-9 65. Reactive Orange 84 91261-29-9 66. Reactive Blue 160 71872-76-9 67. Reactive Blue 221 93051-41-3 68. Reactive Blue 198 124448-55-1 69. Reactive Blue FNG - 70. Reactive Blue 220 128416-19-3 71. Reactive Blue 39 12225-53-5 72. Reactive Blue 13 12236-84-9 73. Reactive Blue 49 12236-92-9 74. Reactive Blue 203 147826-71-9 75. Reactive Blue XLE 2580-78-1 76. Reactive Blue 250 93951-21-4 77. Reactive Blue 21 12236-86-1 78. Reactive Blue 222 93051-44-6 79. Reactive Blue 194 93050-78-3 80. Reactive Blue 171 77907-32-5 81. Reactive Blue 203 147826-71-9 82. Direct Blue 71 4399-55-7 83. Reactive Scarlet W2R Mixed Dyes 84. Reactive Brown 11 12225-68-2 85. Acid Brown 355 60181-77-3

86. Acid Brown 425 119509-49-8 87. Acid Brown 75 8011-86-7 88. Acid Brown 83 13011-68-2 89. Reactive Violet 46 -/17175 90. Reactive Violet ME2RL Mixed Dyes 91. Reactive Magenta MERL Mixed Dyes INTERMEDIATES 1. M.P.D. 108-45-2-100 100 Raw 2. Sulpho Tobias Acid 117-62-4 3. N- Methyl J Acid 22346-43-6 4. Sulpho V.S. 42986-22-1 5. Meta Urida Aniline 59690-88-9 6. Sulpho O.A.V.S. 121-88-0 7. Acetyl J Acid 6334-97-0 8. Benzadlehyde V.S. 100-52-7 9. M.P.D.S.A. 88-63-1 10. Metalinic Acid 121-47-1 11. F.C. ACID 119-70-0 materials for Dyes 2. 4 Project description with process details (a schematic diagram, flow chart showing the project layout, components of the project etc. should be given) Please refer Form 1, Annexure III for process details. 2.5 Raw material required along with estimated quantity, likely source, marketing area of final products, Mode of transport of raw Material and Finished Product. We shall procure the raw material from domestic market by roads. Finished Product will be transported using road ways. List of raw materials is enclosed as Annexure-II 2.6 Resource optimization/ recycling and reuse envisaged in the project, if any, should be briefly outlined. There shall no reuse of treated effluent. Spray dried effluent solid shall be used for blending and mixing of S.O. Dyes. 2.7 Availability of water its source, Energy/power requirement and source should be given. Water Source: The source of water for the proposed project shall meet through GIDC water Supply. Electricity Requirement: Electricity shall be obtained from UGVCL. Bio Fuel / Agro Waste / Natural Gas shall be used as a fuel for Boiler. Diesel will be used as a fuel for D.G set. The total power & fuel requirement for the proposed project are given below:

Sr. No. Electricity (KW) Existing Table 3: Source of Electricity Electricity Total (KW) after (KW) Proposed Proposed Source of Supply 1. 60 170 230 UGVCL Table 4: Details of Fuel Flue /Process Gas Emission Flue Gas Emission Sr. no. Source of emission With Capacity 1. Boiler 1 Ton 2. Hot Air Generator 1 4 Lac KCal 3. Hot Air Generator 2 4 Lac KCal Stack Height (meter) Fuel Consumption Existing Proposed Type of emissions i.e. Air Pollutants PM/SO 2 / NOx 15 13 Agro Waste 1 kg/hour Bio Fuel / Agro Waste 50 kg /hr PM/SO 2 / Lignite : 4 OR NOx kg/hour Natural Gas 13 200 SCM/Day PM/SO 2 / NOx APCM Cyclone Separator Cyclone Separator Cyclone Separator Process Gas Emission Sr. no. Source emission of 1. Spray Dryer 1.0 KL Existing 1.5 KL Proposed Stack/Vent Height (meter) Fuel Consumption 20 Natural Gas 80 SCM/Day Pollutant Air Pollution Control Measures (APCM) Particulate Matter Cyclone Separator + Wet Scrubber + Secondary scrubber 2.8 Quantity of wastes to be generated (liquid and solid) and scheme for their Management/disposal. Waste Water generation & Management plan

The total waste water generations from Industrial will be 27.5 KLD. The effluent will be treated in ETP and 2.0 KLD will be sent to CETPP and 13.5 KLD will be evaporated through spray dryer. 12.0 KLD will be reused for industrial use. KLD shall be disposed through septic tank & Soak pit. Figure 4: Effluent Treatment Plant Details & Diagram Capacity: 2.0 KLD Flow: 2.0 KLD Sr. Name of Unit No. 1 Oil & Grease Trap 2 Collection Tank 3 Neutralization Tank 4 Filter Press 5 Filter Nutch 6 Holding Tank 7 Carbon Filter 8 Sludge Drying Bed Unit U Capacity 5 kl 10 kl 5 l 36 x 36 5 kl 5 kl 3 kl/hr 2m x 2 m Solid& Hazardous waste generation & Management plan

Hazardous waste generated from the process & maintenance. Empty drums and barrels hand over to authorize vender for further recycle. The Manageme ent of Hazardous waste will be done as per Hazardous Waste Management Rules 2008.. The list of hazardous waste generationn is enclosed as Annexure-V. 3 SITE ANALYSIS 3.1 Connectivity Site is very well connected by road and railway. Availability of water, power, etc. Table 5: Environment Settings S Sr. No. Particulars 1 Nearest Village 2 Nearest Town / City 3 Nearest Railway Station 4 Nearest Hospital 5 Nearest Highway 6 Nearest Airport 7 Nearest Water Body Details Distance (km) Naroda 1.63 SSW Ahmedabad 2.63 WSW Ahmedabad 8.65 SW Radhey Hospital & I.C.C.U. 1.03 SSW SP Ring Road 0.69 N Ahmedabad 3.71 WSW Naroda Lake L 1.60 WNW 3.2 Land Form, Land Use and Landd Ownership Land Form: Private Land.. Land use: Industrial purpose for proposed project of manufacturingg of SO Chemicals. Land Ownership: Private land, M/s.. is promoted by Mr. Anubhav R. Jagani. 3.3 Google Map (along with map). The Google map is attached. (Pleasee refer annexure II) 3.4 Existing land use pattern (agriculture, non-agriculture, forest, water bodies (including area under CRZ), shortest distances from the periphery of the project to periphery of the forests, national park, wildlife sanctuary, Eco sensitive areas, water bodies (distance from HFL of the river), CRZ. In case of the notified industrial area, a copy of the Gazette notification should s be given.

There is no forest, national park, wild life sanctuary, Eco sensitive areas in surrounding 10 Km of the plant boundary. CRZ is not applicable to the project. 3.5 Existing Infrastructure This is proposed project activities on the only open land. 3.6 Soil Classification NA proposed project is in GIDC area. 3.7 Social infrastructure available. Depending on the growth of the company the required social infrastructure will be provided. 4 PLANNING BRIEF 4.3 Planning Concept (type of industries, facilities, transportation etc) Town and Country planning/development authority classification. Type of Industry: IND (II). 4.4 Land use planning (breakup along with green belt etc.) Sr. No. Table 6: Land Use Planning Details of Land Area For Proposed Plant (m 2 ) 1 Net Plot Area 3476 1 Main plant Building (Production Area) 1300 2 Storage Area 920 3 Utility area (Boiler & Cooling Tower) 100 4 Administration buildings 50 5 Labour room & Security 100 6 Open space / Road 400 7 Green belt Area 450 8 ETP 156 4.5 Assessment of Infrastructure Demand (Physical & Social)

On the basis of the preliminary site visit, the infrastructure demanding the villages was assessed on the basis of need and priority. Employment would be as pre prevailing norms of state government for skilled and unskilled people for the proposed project activity. 4.6 Amenities / Facilities Proper site services such as First Aid, Canteen, Drinking Water, Maintenance Work shop, etc. will be provided to the workers. It is proposed to construction room for labor. 5 PROPOSED INFRASTRUCTURE 5.1 Industrial Area (Processing Area) Processing Area: 1400 m 2 5.3 Non Processing Area Non Processing Area (Green belt, Raw material storage area, Admin and open area). Area: 2076 m 2. 5.4 Green Belt Total 450 m 2 will be used for green belt and plantation. 5.5 Social Infrastructure Depending on the growth of the company the required social infrastructure will be provided. 5.6 Connectivity (Traffic and Transportation Road/Rail/Metro/Water ways etc) Road and railways are very closet other working site. There is no proposal to make any new kind of connectivity. 5.7 Drinking water Management (Source & Supply of water) Water for drinking and operations will be 71.2 KLD, which will be met from GIDC, Naroda. 5.8 Sewerage System Domestic waste water will be treated into soak pit.

5.9 Industrial Waste Management Waste Water generation & Management plan Total water requirement for the proposed project will be 71.2 KLD. The total waste water generations from Industrial will be 27.5 KLD. The effluent will be treated in ETP and 2.0 KLD will be sent to CETP, Naroda as per the CC&A and 13.5 KLD will be evaporated through spray dryer in premises & 12.0 KLD will be reuse in process. 2.0 KLD shall be disposed through septic tank & Soak pit.. 5.10 Solid Waste Management It is proposed that the total wastes will be used for levelling of the worked out area. 5.11 Power Requirement & Supply/Source Electricity shall be obtained from UGVCL, The total power requirement for the proposed project 230 KW. 6 REHABILITATION AND RESETTLEMENT (R & R) PLAN Not Applicable 7 PROJECT SCHEDULE & COST ESTIMATES 7.7 Likely date of start of construction and likely date of completion (Time schedule for the project to be given). We shall start construction after getting environmental clearance and consent to establish. 7.8 Estimated Project cost along with analysis in terms of economic viability of the project. Total Project Cost for proposed project activity is Rs 2.0 crore. 8 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) 8.7 Financial and social benefits with special emphasis on the benefit to be local people including tribal population, if any, in thereof. The project will be providing time by time for beneficial to the people as the company progress and expands its activity. By CSR activity company management will committed to improve infrastructure & all other facilities for the local people like Educational facilities, Medical facilities, and Transportation facilities etc. as well the local people especially tribal

population will be taken as employers which will improve the socio of the area. economicc environment *********************************** Date: 18/07/2018 Place: Ahmedabad Signature of the Applicant (Project Proponent / Authorized Signatory) Name: Mr. ANUBHAV R. JAGANI Designation: Proprietor