PRE- FEASIBILITY REPORT

Transcription

1 PRE- FEASIBILITY REPORT FOR PROPOSED GRAIN BASED DISTILLERY 100KLPD At VILLAGE GOANDPUR JAI CHAND, TEHSIL HAROLI, DISTT. UNA, HIMACHAL PRADESH APPLICANT M/S ROCK AND STORM DISTILLERIES (P) LIMITED OFFICE NO. 11, GROUND FLOOR, CENTRA MALL, INDUSTRIAL AREA, PHASE-I, CHANDIGARH. 1

2 PRE-FEASIBILITY REPORT 1.0 INTRODUCTION Earlier, the assessment of the projects was done on Technical feasibility reports and Cost-Benefit-Ratio which mainly considered financial & technical resources. But no consideration was given to the environment protection in this evaluation and these flaws became apparent with continuous deterioration of environment. Thus in order to have more realistic evaluation, and keeping in view the deteriorating conditions, another dimension was added which is now called as Environmental Impact Assessment (E.I.A.). This forms an integral part of the project and is taken into account while appraising the project at different stages. Thus in the new comprehensive approach all considerations like, Technical, Financial & Environmental are given due weightage. M/s. Rock and Storm Distilleries (P) Limited is proposes to install grain based Distillery having capacity 100 KLPD at Village Goandpur Jai Chand, Tehsil Haroli & District Una, Himachal Pradesh. Grain will be used as Raw Material, which is easily available from the local nearby markets. As per EIA Notification dated 14 th Sep, 2006 and amendment dated 1 st December 2009, the proposed project falls under Category A, Project or Activity 5(g). They have to submit Form-I along with Pre-Feasibility Report and other relevant documents for getting Environmental Clearance. This pre-feasibility report has, therefore, been prepared by the consultants to assess the likely impact of the proposed project, on various factors which may be affected with the implementation of the programme and to suggest remedial/precautionary measures, if any. 1.2 REQUIREMENTS FOR THE PROJECT 1. Name of the Industry M/s. Rock and Storm Distilleries (P) Limited 2. Products to be manufactured 100 KLPD ENA, RS, AA & 3.0 MW Power 3. Main Raw Material Grain 4. Total Plot Area 14 acres 2

3 2.0 PROFILE OF THE COMPANY & PROMOTORS. The Company was incorporated on with Registrar of Companies, Punjab, Chandigarh and Himachal Pradesh with the objective of installing a Indian made foreign liquor bottling plant with following promoters directors: SH. ARUNDEEP SINGLA SH. AMANDEEP SINGLA The Company established its unit at Village Chajjli, Jakhal Lehragag Road, Sunam and started production in the financial year The turnover of the company is growing year on year. Detail of revenue from operations and net profit of the company for last three years is as under:- Rs. In Lac FINANCIAL REVENUE FROM % INCREASE IN NET PROFIT YEAR OPERATION TURNOVER In the beginning the company had started operations only in Punjab but gradually expanded its business in the following states other than Punjab -DELHI -UTTRAKHNAD -HARYANA -BIHAR Other details of M/s Rock and Storm Distilleries Pvt. Ltd. (Sunam Unit): PARTICULARS DETAILS Date of incorporation Installed Production capacity Paid up share capital as on Reserves & Surplus as on Revenue from operation for Financial year ,880,000 cases per annum Rs Lacs Rs Lacs Rs Lacs 3

4 ABOUT THE PROMOTERS DIRECTORS OF THE COMPANY: The company is floated and promoted by following persons: Sh. Arundeep Singla Sh. Amandeep Singla SH. ARUNDEEP SINGLA: He is a young, educated& energetic man. He is graduate in business administration from Australia. He is experienced businessman and has played a vital role in the growth of the company. Company is achieving new heights under his stewardship and sales man ship. SH. AMANDEEP SINGLA: He is a young, energetic and educated man. He is in this business for last 8 years. Company is growing under his good management and leadership. 4

5 3.0 PROJECT SITE The Project site is situated at Village Goandpur Jai Chand, Tehsil Haroli & District Una, Himachal Pradesh. It lies near Long: 76 13' 36.33" East and Lat: 31 18' 51.3" North and is at an Altitude of about 449m above mean sea level. It is well connected with Santokhgarh through well maintained metalled roads. It is about 19 K.M. from Una by road. The nearest rail head is Una, which is at a distance of about 17 km from the site. Key Plan, Location Plan & Google Map of the unit is given in Fig 3.1, 3.2 & 3.3 respectively. Layout Plan of the unit is given in Fig

6 FIGURE 3.1 KEY PLAN Project site 6

7 FIGURE 3.2 LOCATION PLAN 7

8 FIGURE 3.3 GOOGLE IMAGE 8

9 FIGURE 3.4 LAYOUT PLAN 9

10 4.0 PROJECT DESCRIPTIONS 4.1 GENERAL: The plant is located at Village Goandpur Jai Chand, Tehsil Haroli, District Una, Himachal Pradesh. Proposed project site has been selected keeping in mind the easy availability of raw materials. Other infrastructural facilities like Land, Water and Transportation & Communication etc. are also well established & available at the selected location. No ecologically sensitive area, National Park, Biosphere Reserve & Bird Sanctuary are found with-in 5 km radius of the project site. Salient features of the project is given in table RAW MATERIALS, PRODUCTS & QUANTITIES: Raw materials used for proposed project are given in table 4.1. The details of production is given in table 4.2 Raw Material: TABLE 4.1 S. No. PARTICULAR REQUIREMENTS SOURCES 1. Grain (MT/D) Local markets 2. Fresh Water (KL/D) 922 Ground water 3. Steam Requirement 30TPH Own Boiler & Turbine Product: TABLE 4.2 S. No. PARTICULAR UNITS CAPACITY 1. Rectified Spirit (RS) KLPD 100or 2. Extra Neutral Alcohol (ENA) KLPD 100or 3. Anhydrous Alcohol* (AA) KLPD 100or 5. Liquefied Carbon-Dioxide (CO 2 ) TPD Captive Power Plant MW

11 TABLE 4.3 DETAILS OF THE PROJECT S. No. Particulars Details A. LOCATION DETAILS 1. Location A. Village Goandpur Jai Chand B. Tehsil Haroli C. District Una D. State Himachal Pradesh 2. Latitude 31 18'51.03"N 3. Longitude 76 13'36.33"E 4. Toposheet No Project Area Total Area 16 acres Green Area- 33% (5.3 acre) C. PRODUCTION CAPACITY Capacity KLPD Co-gen Power Plant 3.0 MW. D. ENVIRONMENTAL SETTINGS 1. Nearest Village Village Goandpur Jai Chand, approx. 3 Km in North west direction from the project site. 2. Nearest City Una City, approx. 17 km in North- East direction from the project site 3. National Highway/State Highway/ Express NH-21 (Nangal-Una) is about 13km Highway east direction from the project site. 4. Nearest Railway Station Una Railway Station, approx. 17 km in North East direction. 5. Nearest Airport Chandigarh Airport approx. 90 km in South-East from the project site. 6. National Parks/ Wild Life Sanctuaries/ No any wild Life Sanctuaries exist Biosphere Reserves within 10 km radius within 5 km radius from project 7. Reserved / Protected Forest within 10 km radius No Reserved Forests exists within 10 (Boundary to boundary distance) km radius. 8. Nearest water bodies No water body exists within 5 km area. 11

12 9. Source of Water Ground water 10. Seismic Zone Seismic Zone IV D. COST DETAILS 1 Capital Cost of the project Rs. 101 Cr 2 Total cost for Environmental Management Plan Rs 7.6 Cr (EMP) 3 Total Working Day 330 days annually 12

13 4.2 FUEL REQUIREMENT: The details of fuel requirement are given in Table 4.4, Table 4.4 S. NO. FUEL TOTAL QUANTITY SOURCE REQUIRED 1 Rice Husk 125 TPD Nearby area 4.3 WATER REQUIREMENT: Total water requirement for the proposed project will be 922m 3 /day. Water requirement for first run would be 3011 m 3 /day, which will be reduced through recycling of 2089m 3 /day of treated water/ Condensates. Water requirement for the proposed project will be met from ground water as well as recycled water. Permission for ground water extraction is under process. The detail of water requirement is given in table 4.5 Table 4.5 S. NO. Operation Water required 1 Grain Based Distillery, Blending & Bottling and 3.0 MW Power co-generation 922 (Net fresh water after recycle) It will be sourced from ground water as well as the recycled water. The details worked out are given below: Water Requirement for grain Based Operation The total water requirement for the grain based is estimated at 922 KLD, worked out as per details given in table MANPOWER REQUIREMENT: The total manpower required for the proposed project will be 250 persons which include all categories of unskilled, semiskilled, skilled personnel and contract labour. 4.5 POWER REQUIREMENT: The estimated power requirement for proposed will be 2.5 MW. The company s proposal is to install 3.0 MW Co Generation Power Plant. 13

14 Table 4.6 WATER BALANCE FLOW CHART INPUTS PROCESS WATER IN LIQN & FERMENTATION 547 m 3 DM WATER FOR RS DILUTION 900 m 3 DM WATER FOR BOILER FEED 624 m 3 SOFT WATER FOR VACUUM PUMP & OTHERS 50 m 3 BLENDING 30 m 3 BOTTLE WASHINGS 10 m 3 SOFT WATER MAKEUP FOR COOLING TOWER 840 m 3 OTHER DOMESTIC USAGE 10 m 3 Total 3011 m 3 OUTPUTS STEAM CONDENSATE 544 m 3 SPENT LEES PR +RO 160 m 3 SPENT LEES RECTIFER 900 m 3 WATER IN THIN SLOPS & DWG 442 m 3 SOFT WATER FOR VACUUM PUMP & OTHERS 50 m 3 WATER IN PRODUCT (IMFL/CL) 30 m 3 CT EVAPORATION & DRIFT LOSSES 840m 3 BOTTLE WASHING 10 m 3 DOMESTIC CONSUMPTION 10 m 3 BOILER DRIFT AND BLOWDOWN 25 m 3 Total 3011 m 3 14

15 RECYLCE & UTILIZATION STREAMS LEES RECYCLE FOR RS DILUTION 720 m 3 STEAM CONDENSATE RECYCLE FOR BOILER 544m 3 SPENT LEES (RECT) - COOLING TOWER MAKEUP 180 m 3 THIN SLOPS RECYCLE TO PROCESS 125 m 3 PROCESS CONDENSATE TO PROCESS 310 m 3 SPENT LEES PRC+FOC 160 m 3 SOFT WATER FOR VACUUM PUMP & OTHERS 50 m 3 TOTAL RECYCLING /RE-UTILIZATIONS OF WATER PER DAY 2089m 3 TOTAL FRESH WATER INPUT 922 m 3 * NET DAILY FRESH WATER CONSUMPTION-9.2 KL/KL 4.6 LAND REQUIREMENT: The total project area is 14.0 acres out of which approx 33% (4.62 acres) of the total project area will be developed as greenbelt. The land breakup of the proposed project is given in table 4.7 Table 4.7 BREAKUP OF LAND S. NO. Details Area 1 Type of land Private 2 Total Land m 2 3 Green area development m 2 4 Admin office and Excise office 1850 m 2 5 Raw material/products storage 2550 m 2 6 Utilities 840 m 2 7 Plant & Machinery 3650 m 2 8 Roads/Pavements 6580 m 2 9 Miscellaneous m 2 15

16 4.7 STEAM REQUIREMENT: Steam generated from the boilers will be utilized in the generation of 3.0 MW Power which will be for the own consumption. Steam generated from boiler will also be used for boiler feed water heating and distillery. The steam requirement for different purposes is given in table 4.8 Table-4.8 S. NO. Purpose Steam Required (TPH) 1 Distillation 12 2 MEE 11 Total PROCESS DESCRIPTION: A. LIQUEFACTION SECTION: In liquefaction process, starch is hydrolyzed to dextrin. The Liquefaction is carried out in Single Liquefaction Tank. Feedstock Flour is transferred to Pre-masher and mixed with Recycle Streams, thin stillage and liquefying enzyme. Slurry from Pre-masher is taken to Liquefaction tank where temperature is maintained by means of steam. Necessary retention time is maintained in the Liquefaction Tank. Slurry ph is maintained by supplying dilute caustic solution. Contents in Slurry Tank are kept in suspension by Agitation. The Liquefied Slurry is then cooled in Slurry Cooler (wide Gap PHE) and transferred to Pre-fermentation and Fermentation section. B HIFERM FERMENTATION: The purpose of fermentation is to convert the fermentable substrate into alcohol. To prepare the mash for fermentation, it is diluted with water. Yeast is added in sufficient quantity to complete fermentation to produce alcohol. At the start of the cycle, the Fermenter is charged with mash and contents of the Yeast Activation Vessel (Pre-fermenter). Significant heat release takes place during fermentation. This is removed by passing the mash through heat exchangers to maintain an optimum temperature. The recirculation pumps also serve to empty the Fermenters into Beer Well. CO 2 evolved during fermentation carries along with it some entrained alcohol. This CO 2 is taken to a CO 2 scrubber where it is washed with water to remove the entrained alcohol. The scrubbed CO 2 can then be taken to CO 2 plant or vented out. After emptying of Fermenter, it is cleaned with CIP using cleaning nozzles. After CIP Fermenter is ready for next batch be filled. 16

17 C. MPR DISTILLATION WASH TO ENA: Multi-Pressure Distillation system has eight Distillation columns operating at various pressure conditions. Heat energy from columns operating under high pressure is utilized for columns operating under low pressure to optimize the operation for energy consumption. Following Columns will be under operation Analyser Column Degasifying Column Pre-Rectifier Column cum Exhaust Column Extractive Distillation Column Rectifier cum Exhaust Column Recovery Column Simmering Column Pre-heated fermented wash is fed at the top of the Degasifying column. Analyser Column is provided with Reboiler. Top vapors of Analyser column containing all the alcohol in the wash are sent to Pre- Rectifier column. Rest of the fermented wash flows down the Analyser column and is taken out as thick slops from Analyser column bottom. Low boiling impurities are concentrated in the Pre-Rectifier column. A draw of impure alcohol is taken out from the top of the Pre-Rectifier column. RS draw is taken from the top of Pre rectifier column, which further is sent to Extractive Distillation column. Dilution water is fed to this column. The Extractive Column operates on the principle of inversion of relative volatility. Low boiling impurities are separated in the Extractive Distillation Column & bottom is sent to Rectifier cum Exhaust column. The Rectifier/Exhaust column concentrates the alcohol to 96% v/v. The spirit is drawn from the upper trays of the Rectification Column. Fusel oil build up is avoided in the Rectifier cum exhaust column by withdrawing side streams (fusel oils). ED condensates, fusel oil draw from R/E column are sent to Recovery column where these fusel oils are concentrated and then sent to decanter where these streams are diluted with water and fusel oil rich layer is separated. Washings are sent back to the column to recover alcohol. The spirit Draw from the Rectifier column is sent to the Simmering column where methanol is separated in the form of a cut from the top and ENA is taken out from the bottom. ENA drawn from the Simmering Column is taken to the receiver after cooling in ENA cooler. 17

18 D DECANTATION SECTION EXCLUDING DECANTER CENTRIFUGES Decantation section comprises of a Centrifuge Decanters for separation of suspended solids from Thick slop coming out of Grain Distillation Plant. Wet cake is removed from bottom of Decanter. Thin slops coming out of Decanter are collected in a tank and partly recycled into the process & Evaporation for further concentration. The concentrated thin slops called as Syrup is mixed with Wet cake and sold in wet form as cattle feed (DWGS) Or the entire mixture can be dried in a DWGS Dryer and then sold in dry form as Cattle feed (DDGS). E INTEGRATED EVAPORATION: The suggested treatment scheme is a MULTI EFFECT Evaporation Plant for Thin Slop Evaporation. Shell & Tube type Evaporators with highly efficient liquid distributor working on the principle of Falling Film and Forced circulation Evaporation has been used. The product at the desired concentration of 40%w/w Total Solid is obtained at the outlet of the final effect. Each effect is provided with recirculation cum transfer pumps. The condensate from surface condensers is collected in a common condensate pot. The condensate is transferred for Further treatment / drain by using centrifugal pump. The system operates under vacuum. Water-ring vacuum pumps are used to maintain a desired vacuum. Cooling water from cooling tower is used in the surface condensers for condensing the vapors. F DWGS DRYER SECTION: Wet distiller s grains shall be fed into the dryer housing at controlled rate through a suitable feeding system. The Rotary Bundle is enclosed in an insulated dryer housing and on its outer flights are fixed. Dry, saturated steam is to be supplied to the bundle through rotary joint at one end & the condensate is discharged through rotary joint mounted of another end. During the course of rotation, these flights pick up the material and shower them on to the tube bundles. The heat transfer is primarily by conduction. The water vapors are exhausted through an Exhaust Blower & passed through a cyclone separator for separating fines. Dry product partially recycled back to feed conditioner for feed conditioning through Product Screw & Recycle Conveyor. Entire operation of the Dryer is controlled through Local Indication cum Control panel. 18

19 System Description for Cooling & Conveying: Dry DWGS below product screw is discharged into charging hopper of pneumatic conveying system. Rotary feeder feeds it into the conveying line. Ambient air is used for conveying. The material gets conveyed to product collector & discharged from rotary discharge valve. Exhaust air is vented to atmosphere. The conveying system is lean phase suction type, using centrifugal blower as prime mover. The conveying air quantity is designed considering cooling requirement & to cool the product before discharge G ALCOHOL) MOLECULAR SIEVE DEHYDRATION (MSDH) PLANT: ETHANOL (ABSOLUTE Rectified Spirit containing at least 95% v/v alcohol is pumped from RS feed tank to dehydration section. Rectified spirit is preheated in Feed pre heater with the help of product vapors and then fed to top tray of Evaporator Column. The objective of the Evaporator Column is to evaporate rectified spirit. The Evaporator Column operates under pressure. Energy is supplied to the Evaporator Column through Evaporator Column Re-boiler with steam condensing on shell side. Overhead feed alcohol vapors from the Evaporator Column are then passed through Super heater where alcohol vapors are superheated. Energy for superheating is supplied by steam condensation on shell side of the Super heater. Superheated hydrous alcohol vapors are sent to twin Adsorbent Beds. The twin Adsorbent Beds operate in cyclic manner. Twin beds are provided to allow for bead regeneration in continuous operation. While one bed is in dehydration mode, the other is in regeneration mode. Depending on feed and product specifications, dehydration-regeneration exchange takes place approximately every few minutes. The feed alcohol vapors are passed through the bed under dehydration mode. The Adsorbent Bed will absorb moisture present in feed vapors and dehydrated product alcohol vapors are obtained from bottom of the bed. 19

20 The product alcohol vapors are then passed through Regeneration Pre-heater and Feed Pre-heater for heat recovery. The Product alcohol vapors are then passed through Product Condenser where product vapors are condensed with the help of cooling water. Condensed product alcohol is collected in product receiver. The Product alcohol from Product Receiver is pumped to Product Cooler where it is cooled with the help of cooling water and then sent for anhydrous alcohol storage. During regeneration mode, vacuum is applied to the bed under regeneration. A small amount of product alcohol vapors are purged through the bed in regeneration mode under high vacuum, to prepare the desiccant for cycle changeover when this bed goes online. The purged alcohol vapors act as carrier for removal of moisture from the bed. These alcohol vapors along with moisture are obtained from the top of bed. These alcohol-water vapors (regeneration stream) are condensed in Regeneration Condenser, which is attached to Vacuum Eductor. Vacuum is pulled in the system with the help of Vacuum Eductor. Regeneration stream is used as motive fluid for Vacuum Eductor. The regeneration stream coming from the Regeneration Condenser is pumped, preheated in Regeneration Pre-heater and fed to the Evaporator Column for recovery of alcohol. Moisture present in feed alcohol is removed from the bottom of the Evaporator Column in the form of spent lees. After one cycle is over, the beds are interchanged, that is, the bed on dehydration mode will be switch over to regeneration mode and the bed on regeneration mode will be switch over to dehydration mode, with the help of automation system. 20

21 5.0 DESCRIPTION OF THE ENVIRONMENT 5.1 INTRODUCTION: The main objectives of describing the environment, which may be potentially affected, are (i) to assess present environmental quality and the environmental impacts and (ii) to identify environmentally significant factors that could preclude project development. This chapter contains information on existing environmental scenario for the following parameters. 1. Land Environment 2. Meteorology 3. Air Environment 4. Noise Environment 5. Water Environment 6. Soil Environment 7. Biological Environment 8. Socio-economic Environment 5.2 ENVIRONMENTAL BASELINE DATA COLLECTION: Baseline data for the proposed project will be collected after issued of TORs. The Primary data will be collected by monitoring & surveying of various environmental components/ parameters in the core zone during the study period are given in Table TABLE-5.1 PRIMARY DATA S. NO. PARAMETERS DESCRIPTION 1 Meteorology Meteorological parameters on hourly basis at project site. Parameters: Temperature, Relative humidity, Wind Speed & Wind Direction. 2 Air Ambient air quality monitoring (24 hourly), twice a week. Parameters are PM 10, PM 2.5, SO 2, NO 2 & CO. No. of Locations: 6 locations in core. 3 Noise Noise level monitoring (day & night time), once in a season. No. of Locations: 8 locations in core and buffer zone. 4 Water Ground water sampling, once in a season. 21

22 No. of Locations: 8 locations in core and buffer zone. Tested for physical and chemical parameters. 5 Soil Soil sampling, once in a season. No. of Locations: 6 locations in core and buffer zone. 6 Biological Factors Biodiversity survey, once in a season. 7 Socio-economic Environment Location: Core and buffer zone. Socio-economic survey, once in a season. Location: Core and buffer zone. 22

23 6.0 ENVIRONMENTAL MANAGEMENT PLAN PARTICULARS Air Quality Management: Emissions Management DETAILS A stack of adequate height equipped with APCD will be installed with the boiler to control the particulate and gaseous emissions due to combustion of fuel. CO 2 generated during the fermentation process will be collected by utilizing CO 2 Scrubbers and will sell to vendor. All the roads are asphalted to control the fugitive dust emissions Proper servicing & maintenance of vehicles is/will be carried out. Green Belt around the periphery and within premises is already in place and same will be maintained. STANDARDS: Monitoring Management Water Management Management NO. OF STACK STACK ATTACHED TO 1. BOILER (30TPH) 2 DG SETS (750KVA) FUEL APCD STACK HEIGHT RICE BAG 30 MTR HUSK FILTER (GL) DIESEL ACOUSTIC 10 MTR (GL) POLLUTANTS LIMITS PM 150 mg/nm3 PM 75 mg/nm3 NO x 1458 mg/nm3 Ambient air quality and stack emission will be regularly monitored to ensure that ambient air quality standards and suggested limits on stack emission loads would be met honestly at all the time. The project will be based on Zero Effluent Discharge. Fresh water requirement of the project will be met by Ground Water & recycled water. Efforts will be made to conserve as much water as possible by recycling and reuse. Record of wastewater returned back to process for utilization in Fermentation/cooling tower and to gardening will be kept. Process condensate from MEE will be recycled back to the process and use for cooling tower as make up. Spent lees generation from distillation column will be recycled partly to the columns for dilution and balance will be used for 23

24 Noise Management cooling tower make up. Domestic waste water generated from the plant will be treated in Septic Tank fallowed by ETP. And treated water will be used in green belt development. Effluent Treatment Plant will be installed for treatment of waste water. Management There will be no danger of noise pollution from plant. The green belt (plantation of dense trees across the boundary) helps in reducing noise levels in distillery plant as a result of attenuation of noise generated due to plant operations and transportation. Earmuffs will be used while running the equipments of the plant. D.G sets will be provided with acoustic to control the noise level within the prescribed limit. A high standard of maintenance will be practiced for plant machinery and equipments, which helps to avert potential noise problems. Personal Protective Equipment like earplugs and earmuffs will be provided to the workers exposed to high noise level. Regular monitoring of noise level will be carried out. Solid Waste Management 24

25 Management Fly ash from the Boiler will be used for land filling or will be given to brick manufacturing units for reuse. Spent wash generated during operation, will be incinerated in Multi-effect evaporator. Details of Solid Waste generation are tabulated below: Green belt Management SOURCE OF SOLID WASTE TYPE TOTAL QUANTITY DISPOSAL METHOD Process Grain 270 TPD of Dried and sold for Residue DWGS/DDGS cattle feed. Boiler Fly Ash 20 TPD Land fills for low lying area/bricks manufacturer. Management Odor Management Management Green belt development in and around the plant site helps to attenuate the pollution level. Out of the total plant area approx. 33% land will be developed as green belt as per Central Pollution Control Board (CPCB) guidelines. Native species will be planted in consultation with the local DFO. The remedial measures will be taken such as better house-keeping by regular steaming of all fermentation equipments and same will be followed in future. Temperature will be kept under control during fermentation to avoid inactivation/ killing of yeast and staling of fermented wash will be avoided 25

26 7.0 SITE ANALYSIS (i) Connectivity The plant is located at Village Goandpur Jai Chand, Tehsil Haroli, District Una, Himachal Pradesh. National Highway-21 (Nangal Una) is about 13km in East direction from the project site. Una Railway Station is about 17 km in North-East direction. It has an easy access to raw material availability and other infrastructural facilities e.g. land, power, water, transport and communication, approach through road & access distances from the nearest highway, railway station etc. The site is well connected with communication facilities like telephone, fax, wireless and telex and as such, no constraints are envisaged in this aspect also. (ii) Topography The topography of the area is almost flat. (iii) Existing land use pattern Project area is the industrial land. Change of Land use already obtained. (v) Existing Infrastructure It is new project. Total Plant area is about 14 acres. (vi) Social Infrastructure available Telephone and medical facilities are available in the nearby towns. Other facilities like small shops and markets are existing in the area that will support the basic lifestyle of the people. (vii) Land use Total plant area is 16 acre/6.4 ha. Land use S. NO. Details Area 1 Type of land Private 2 Total Land m 2 26

27 3 Green area development m 2 4 Admin office and Excise office 1850 m 2 5 Raw material/products storage 2550 m 2 6 Utilities 840 m 2 7 Plant & Machinery 3650 m 2 8 Roads/Pavements 6580 m 2 9 Miscellaneous m 2 27

28 8.0 PROPOSED INFRASTRUCTURE (i) Industrial Area It is new project, having 14 Acres land area. (ii) Residential Area The local labor will be preferred to provide employment opportunities. No residential colony will be constructed for proposed project. (iii) Green Belt Greenbelt will be developed in 33% of the total area of the proposed project. (iv) Social Infrastructure Proposed project will result in growth of the surrounding areas by increased direct and indirect employment opportunities in the region including ancillary development and supporting infrastructure. (v) Connectivity The plant site is well connected to state highway. The nearest railway station is Una Railway station (~17 km in North-east direction from plant site) and nearest airport is Chandigarh (~ 90 km in south-east direction from the plant site). The site is suitably located with respect to availability of raw material, water, road network, skilled/semi skilled/unskilled and professional manpower etc. All communication facilities such as telephone, tele-fax & internet are available in the vicinity of the plant site. (vi) Industrial Waste management The grain based distillery proposed project would be based on ZERO DISCHARGE. 9.0 REHABILITATION AND RESETTLEMENT (R & R) PLAN No Rehabilitation and Resettlement plan is applicable in the proposed Project. 28

29 10.0 PROJECT SCHEDULE AND COST ESTIMATES The project will start only after obtaining Environmental Clearance and all other required clearance and will complete after two years of commencement. The Capital Cost of the project is Rs 101 Crores. Cost for Environment Protection measures o Capital Cost : Rs 7.6 Cr o Recurring cost : Rs. 1.8 Cr/annum 11.0 CSR ACTIVITIES Proposed project will result in growth of the surrounding areas by increased direct and indirect employment opportunities in the region including ancillary development and supporting infrastructure. Special emphasis on Financial and Social benefits will be given to the local people including tribal population, if any, in the area. Development of social amenities will be in the form of medical facilities, education to underprivileged and creation of self help groups