PRE-FEASIBILITY REPORT

Transcription

1 PRE-FEASIBILITY REPORT On Establishment of GGBS & Cement Industry (60,000 MTPA) At Sy. No. 37/1 & 37/7, Kutaganahalli Village, Koppal Taluk, Koppal District, Karnataka For M/s. S.S.R. Cement Industries Koppal Environmental Consultants M/s. Aqua Tech Enviro Engineers, (Environmental Engineers & Consultants) # 3391, 6th Main, 3rd Cross, RPC Layout, Vijayanagar II Stage, Bangalore Tele Phone: 080: Fax: 080: aquatech_enviro@yahoo.co.in M/s S.S.R CEMENT INDUSTRIES

2 CONTENTS Sl. No. Particulars Page No. Chapter Executive Summary 1.1 Introduction Preamble Site Location Project at a Glance Project Setting 2 Chapter-2 Introduction of Project Proponent 2.1 Introduction of Project Proponent/ Project Need for the project and its importance to the country 3 and/region 2.3 Demand Supply gap Domestic / Export markets Employment generation due to the project 4 Chapter-3 Project Description 3.1 Location Basis of selecting the Proposed Site Size/Magnitude of Operation Equipment Details Raw materials, Sources & Transportation Description of the Process Products Manufactured Water Requirement Power Requirement Stack Details Working principle of Reverse jet Bag filter Water and Wastewater Management Water consumption and Wastewater generation details Design details for septic tank Solid Waste Disposal System Schematic Representation of the Feasibility Drawing Which Give Information Of EIA Purpose 18 Chapter-4 Site Analysis 4.1 Connectivity Land Form, Land Use & Ownership 20 M/s S.S.R CEMENT INDUSTRIES

3 4.3 Topography Existing Land-Use Pattern Existing Infrastructure Soil Classification Climatic data from secondary source Social Infrastructure Available 30 Chapter-5 Planning Brief 5.1 Planning concept Population projection Land use planning Assessment of infrastructure demand Amenities/facilities 30 Chater-6 Proposed Infrastructure 6.1 Industrial area Residential area Green belt Connectivity Drinking water management Sewerage System Industrial Waste Management Solid Waste Management Power requirement & supply/ source 33 Chapter-7 34 Rehabilitation & Resettlement Plan Chapter-8 Project Schedule & Cost Estimates 8.1 Time Schedule Estimated Project Cost 34 Chapter-9 Analysis of Proposal 35 TABLES & FIGURES TABLES 3.1 Capital Investment of the project Raw material consumption for GGBS & Cement 8 Manufacturing per day 3.3 Flue Gas Stacks Water Consumption and Wastewater Generation pattern Solid Waste Generation and Disposal 17 M/s S.S.R CEMENT INDUSTRIES

4 4.1 Connectivity from the Project Site Land Use Planning Existing Land-Use Pattern Meteorological Data of Koppal for the Year List Of infrastructural facilities in the surroundings Time Schedule for the Project Capital Investment on the Project 34 FIGURES 1.1 Location map Maps Showing Project Boundary & Project Site Location Project location shown on Map Manufacturing process Flow chart for producing GGBS 11 from G.Slag 3.4 Manufacturing process Flow chart for producing OPC 12 cement from Clinker 3.4 Reverse Jet Bag Filter Water Balance Chart Google Map Showing the Site Connectivity Site Photographs Land Use Map Topo map showing the Project Site Wind rose Diagram 26 M/s S.S.R CEMENT INDUSTRIES

5 1.1 INTRODUCTION PREAMBLE Chapter-1 EXECUTIVE SUMMARY Amendment of the Environmental Impact Notification No. S.O. 60(E) dated , issued by the MoEF, Govt. of India has made mandatory under Schedule-I of EIA notification for 30 different activities to obtain NOC (No Objection Certificate) from the State Pollution Control Board and Environmental Clearance from the Ministry of Environment & Forests, Govt. of India. This amendment to the EIA Notification is effective from As per the amended EIA notification dated 14 th September, 2006 the cement plants less than 1.0 million tonnes/annum production capacity & all standalone grinding units will fall under category B schedule 3(b). The proposed project capacity is 60,000 MTPA, Therefore this project comes under category B schedule 3(b) and therefore necessitates Environmental Clearance SITE LOCATION: The proposed project lies at Survey No. 37/1 & 7 Kutaganahalli- Village, Koppal district, Karnataka. The project is located at an aerial distance of 10 Km from Koppal towards west direction. The locations falls at Latitude: 15 22'26.13"N; Longitude: "E; MSL 1716m. The Google image appended provides the topographical features of the area surrounding the project site. 1

6 Fig 1.1 PROJECT SITE LOCATION MAP PROJECT AT A GLANCE Sl. No. Details 1 Project Establishment of Ground Granulated Blast Furnace Slag (GGBS) & Cement Manufacturing Industry of 60,000 MTPA Capacity 2 Project developers M/s. S.S.R Cement Industries 3 Location of the site Survey No. 37/1 & 37/7 Kuntaganahalli- Village, Koppal district, Karnataka. 4 Constitution of the Proprietary Organization 5 Total Plot Area 6 acres 15 Guntas 6 Project cost Rs. 1,60,27,000/- (Rupees One Crore Sixty Lakhs and twenty seven thousand only.) PROJECT SETTING Site Bearings Sl.No. Particulars Direction w.r.t. project site 1 Ginigera South 2 NH 63 South 3 Koppal West 2

7 Chapter-2 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION 2.1 INTRODUCTION OF PROJECT PROPONENT/ PROJECT M/S. S.S.R Cement Industries having their Business office at M.No 868/14-15 Kutaganahalli Ginigera Intends to establish Ground Granulated Blast Furnace Slag (GGBS) & Cement manufacturing Industry of 60,000 MTPA Capacity at Survey No. 37/1 & 37/7 Kutaganahalli-Village, Taluk Koppal, District Koppal Karnataka. The Location Map of the Project site is appended in the Figure NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND/REGION The market for cement manufacturing has growth potential due to the central government liberalization policies and new schemes for housing, road projects. Cement demand growth is anticipated to be about 9 to 10% increase mainly through National Highway road projects, Housing Projects (1.3 million houses in rural & 0.7 million in urban areas). Continuous demand for exports to China and other South-East Asian countries along with the increased requirement of the domestic sector. Karnataka ranks 7th in terms of production of cement in the country. There are 16 Cement industries in Karnataka producing around 11 million tons per annum of cement production. Establishment of M/s. S.S.R Cement Industries will able to meet the cement demand locally and provide employment opportunities to the local people. 2.3 DEMAND SUPPLY GAP Demand for cement is ever increasing due to large scale infrastructure projects that are being undertaken across the country and demand for cement in particular is always felt and therefore to meet the demand of the market M/s. S.S.R cement industries intends to establish GGBS & Cement manufacturing industry. 2.4 DOMESTIC / EXPORT MARKETS This new project is proposed to meet the domestic markets demand. 3

8 2.4 EMPLOYMENT GENERATION DUE TO THE PROJECT Man power requirement for the proposed project during construction phase will be about 50, operation phase will be about 12 workers. The establishment of the proposed cement industry will also lead to indirect employment generation. 4

9 Chapter-3 PROJECT DESCRIPTION 3.1 LOCATION The proposed Project is located at Survey No. 37/1 & 37/7 Kutaganahalli-Village, District Koppal, Karnataka. Fig-3.1: Maps Showing Project Boundary & Project Site Location Note: Latitude: 15 22'26.13"N; Longitude: "E. 5

10 Fig 3.2 Project location shown on Map. 6

11 3.2 BASIS OF SELECTING THE PROPOSED SITE The proposed site is own agricultural land converted to industry purpose through Deputy Commissioner Order (appended as annexure A). It is well connected with roads with easy access for raw materials and transportation of finished product. The site is 2.3 km from the Ginigera town, 10 km from Koppal Km from NH- 63 (Bellary-Hubli road). There are no forest area, water bodies & ecological sensitive areas within 5 km from the project site. Under such circumstances the site selected for the proposed project is environmentally feasible to put up cement plant. 3.3 SIZE/MAGNITUDE OF OPERATION The proposed project is establishment of Ground Granulated Blast Furnace Slag (GGBS) & Cement Manufacturing Industry of 60,000 MTPA Capacity. The total capital investment on the project is Rs Crores, the details of which are appended in the following table. Table 3.1: Capital Investment on the Project Sl. Description Cost in Rupees no. 1 Land 9,70,000/- 2 Plant and machinery 1,26,00,000/- 3 Building Construction 25,00,000/- TOTAL 1,60,27,000/- Rupees One Crore Sixty Lakhs Twenty Seven Thousand Only. 3.4 EQUIPMENTS DETAILS The list of machinery and equipments proposed to be used are listed below 1. Hoppers 2. Ball Mill- 100 TPD & 150 TPD 3. Screw Conveyer 4. Elevator 5. Dust Collector- Bag Filter 6. Silo- 300 TPD 7

12 3.5 RAW MATERIALS, SOURCES & TRANSPORTATION. The Raw materials required for this project are Granulated Slag, Clinkers, and Gypsum. Raw materials like clinker will be procured from ACC, Vasavdatta Cement, etc. near Wadi which is about 200 Km. The slag will be procured locally from Kalyani steels Ginigera which is about 3.8 km. The Gypsum will be purchased from KPR fertilizers Ltd., Halvarthi Village about 6 km from project site. 90% of the Raw materials & products will be transported through railway wagons from Koppal railway station which is about 10 km from project site. 10% transportation will be through roadways. Table 3.2 Raw Material Consumption for GGBS & Cement Manufacturing Sl.No Particulars In Tons/day GGBS Manufacturing 1. G.Slag 250 Cement Manufacturing 1 Clinkers Granulated Slag Gypsum 7.5 Total DESCRIPTION OF THE PROCESS 1. PROJECT DESCRIPTION WITH PROCESS DETAILS The most common raw materials used for cement production are Limestone, Chalk and Clay. The major component of the raw materials, the Limestone or Chalk Is usually extracted from a quarry adjacent to or very close to the plant. Limestone provides the required Calcium oxide and some of the other oxides, while Clay, Shale and other materials provide most of the Silicon, Aluminum and iron oxides required for the manufacture of Portland cement. The raw materials are selected, crushed, ground and proportioned so that the resulting mixture has the desired fineness and chemical composition for delivery to the pyro-processing systems. It is often necessary to raise the content of silicon oxides or iron oxides by adding quartz sand and iron ore respectively. The quarried material is reduced in size by processing through a series of crushers. Normally primary size reduction is 8

13 accomplished by a jaw or gyratory crusher, and followed by secondary size reduction with a roller or with a hammer mill. The crushed material is screened and stones are returned After primary and secondary size reduction, the raw materials are further reduced in size by grinding. The grinding differs with the pyro-processing process used. In dry processing, the materials are ground into a flow able powder in horizontal ball mills or in vertical roller mills. In a ball (or tube) mill, steel alloy mills (or tubes) are responsible for decreasing the size of the raw material pieces in a rotating cylinder referred to as a rotary mill. Rollers on a round table fulfill this task of communition in a roller mill. Utilizing waste heat from the kiln exhaust, clinker cooler hood or auxiliary heat from a standalone air heater before pyro-processing may further dry the raw materials. 2. Clinker Production (Pyro-Processing): Clinker is produced by pyro-processing in large kilns. This kilns systems evaporate the inherent water in raw meal, calcine the carbonate constituents (calcinations), and form cement minerals (clinkerization). The ground raw material fed, into the top of the kiln moves down the tube countercurrent to the flow of gases and towards the flame-end of the rotary kiln, where the raw material is dried, calcined and enters into the sintering zone. In the sintering (or clinkering) zone, the combustion gas reaches the temperature of o F. while many different fuels can be used in the kiln, coal has been the primary fuel in a wet rotary kiln the raw meal typically contains approximately 36% moisture. These kilns were developed as an upgrade of the original long dry kiln to improve the chemical uniformity in the raw meal. The water (due to the moisture content of raw meal) is first evaporated in the kiln at the lower temperature zone. The evaporation step makes a long kiln necessary. In a dry rotary kiln, feed material with much lower moisture content (0.5%) is used, thereby reducing the need for evaporation and reducing kiln length. Once the clinker is formed in the rotary kiln, it is cooled rapidly to minimize the formation of a glass phase and ensure the 9

14 maximum yield of alite (Tri-calcium silicate formation). An important component for hardening properties of cement. The main cooling technologies are either the grate cooler or the tube or planetary cooler. In the grate cooler, the clinker is transported over a reciprocating grate through which air flows perpendicular to the flow of clinker. In the planetary cooler, (a series of tubes surrounding the discharge end of the rotary kiln), the clinker is cooled in a countercurrent air stream. The cooling air is used as secondary combustion air for the kiln. 3. M/s. S.S.R. Cement Industries Production Process Starts from bringing G.Slag & Clinker fed to Silos and further cement manufacturing process carried out in the industry is as under. 1. GGBS Manufacturing Process: The material handling equipment is used to transport G.Slag from the G.Slag storage to finish mills similar to that used to transport raw materials (e.g., belt conveyors, deep bucket conveyors and bucket elevators). To produce powdered cement, the nodules of G.Slag are ground to the consistency to form powder. Grinding of G.Slag can be done in ball mills, ball mills in combination with roller presses, roller mills or roller presses. Traditionally, ball mills are used in finish grinding, while many plants are vertical roller mills. In ball or tube mills, the G.Slag are fed into one of a horizontal cylinder and GGBS exists from the other end. Dispatch The GGBS will be transported in closed trucks to various places. Process Flowchart is shown in figure Cement Manufacturing Process After cooling, the clinker can be stored in the clinker dome, silos and bins or outside. The material handling equipment is used to transport clinkers from the clinker cooler to storage and then to finish mills similar to that used to transport raw materials (e.g., belt conveyors, deep bucket conveyors and bucket elevators). To produce powdered cement, the nodules of cement clinker are ground to the 10

15 consistency of face powder. Grinding of cement clinker together with additions (3-5% gypsum to control the settling properties of the cement) can be done in ball mills, ball mills in combination with roller presses, roller mills or roller presses. Traditionally, ball mills are used in finish grinding, while many plants are vertical roller mills. In ball or tube mills, the clinker and gypsum are fed into one of a horizontal cylinder and partially ground cement exists from the other end. Packing & Dispatch The cement produced as described above will be tested for quality control and transported in closed trucks. Process Flowchart is shown in figure-3.4 Figure- 3.3 Manufacturing process Flow chart for producing GGBS from Granulated Slag G.SLAG DRIER (Optional) BALL MILL GGBS DISPATCH 11

16 Figure- 3.4 Manufacturing process Flow chart for producing OPC cement from Clinker CLINKER G.SLAG GYPSUM DRIER (Optional) BALL MILL CEMENT DISPATCH 3.7 PRODUCTS MANUFACTURED The products manufactured are Ground Granulated Blast Furnace Slag (GGBS), Portland Slag Cement (PSC), Portland Puzulona Cement (PPC) and Ordinary Portland Cement (OPC). 3.8 WATER REQUIREMENT Total fresh water consumption for the proposed terminal will be 11 KLD. And water will be sourced from the Bore Well supply. 3.9 POWER REQUIREMENT The power requirement for the proposed project is 420 KVA and it will be augmented from GESCOM (Gulbarga Electricity Supply Company Limited). 12

17 3.10 STACK DETAILS Sl. No. Stack Attached To 1 Bag filter connected to Ball Mill Table 3.3: Flue Gas Stacks Stack Height, Stack Top m Diameter,m Specifications 5 m AGL 0.2 No. of bags- 25 bags Bag size 130 mm 3000mm long Fig- 3.5 Reverse Jet Bag Filter WORKING PRINCIPLE OF REVERSE JET BAG FILTER The vacuum pressurized dusty air or gas enters into the filter body through a hole below the casing. The motion of the air is towards the bags and the dust particles coming with the pressurized air accumulate on the outer surface of the filter of the bag. The clean air that enters the bag passes through the venturi to reach the clean air chamber and leaves out the system through exhaust mechanism. The porosity of the bags becomes lower because of the formation of a cake layer of dust on the outer surface of the filters. The porosity of the bags are kept within set limits by means of a reverse pressure mechanism meant for balancing the pressure difference between the clean and filthy gas chambers. Through the periodic signal generated by the timer unit, the solenoid valves are energized at some intervals for periods to last less than 0,1 sc. and the highly pressurized air is forced into the blowpipes. The air, thus pressurized, is sprouted through the holes on the blowpipes in the venturis. The pressurized and highly accelerated air, while passing through the venturi, creates a secondary current several times stronger than itself. In other words, the highly, pressurized and 13

18 accelerated air in the venturi is combined with the air in the clean air chamber to create sudden but shortly lasted pressure increases in the clean air chamber. It is this momentary pressure that creates a reverse effect to clean the pores between the fibres of the bags. The designated flow rate does not fluctuate as a result of this reverse effect because only a given group of filters are subjected to this process of cleaning at a time. The efficiency of the filters reaches 99% after formation of cake layers of dust on the outer surfaces of the filters. Bag cleaning, therefore, should not damage the cake layers WATER AND WASTEWATER MANAGEMENT WATER CONSUMPTION AND WASTEWATER GENERATION DETAILS Total fresh water consumption for the proposed terminal will be 11 KLD water will be sourced from the Bore well. Waste water generation quantity will be 0.5 KLD. It will be treated in septic tank & soak pit. There will be no disposal of untreated water on land so impact on groundwater quality due to proposed activity is not anticipated. Break up of water consumption and wastewater generation along with disposal mode in given in Table 3.4. The water balance chart for the project is provided in the Fig. 3.6 Table 3.4: Water Consumption and Wastewater Generation Pattern Sl. Description Quantity in KLD Disposal Mode No. Water Consumption Waste water generation 1. Domestic or say Treated in Septic 2 Gardening Tank and Discharged to soak pit. 3 Industrial Purpose* 5 - Total or say KLD * Utilized for Dust suppression by sprinkling 14

19 BORE WELL SOURCES Total water requirement is 11 KLD Domestic use is 0.54 KLD Gardening is 5 KLD Dust Suppression by Sprinkling, 5 KLD Waste water generation or say 0.5 KLD Septic Tank & Soak Pit Figure 3.6: Water Balance Chart Design Details for Septic Tank The septic tank is designed as per the I.S 2470 Part-I & Part-II ASSUMPTIONS Total quantity of wastewater generated = 0.5 m 3 /day. However, the septic tank and soak pit are designed for sewage inflow of 0.8 m 3 /day Note: Assuming rate of deposited sludge as 30 L/capita/year detention time as 24 hours 15

20 period of cleaning as one year The volume of sludge deposited = (12 x 30 x 1)/1000 = 0.36 m 3 Therefore the total capacity of tank required = Volume of sewage + Volume of sludge = = 1.16 m 3 Now assuming 1.5 m SWD, we have The floor area of the tank = 1.16/1.5 = 0.8 m 2 Let us assume length is thrice the width 3 B 2 = 0.8 m 2 B = 0.5 m L = 3 x 0.5 = 1.5 m However from the practical point of view keep minimum, proposed to provide a septic tank of size 1.5 m x 0.5 m x 1.8 m ( free board) depth with inlet and outlet chambers, baffles, sludge withdrawal pipe with valve and covered with RCC slab with air vent etc. complete. Design details for soak pit The soak pit is designed as per IS 2470 Part I and Part II The soak pit is designed by assuming the percolating capacity of the soaking media as 1,250 L/m 3 /day. Therefore, Volume of soaking media required for soak pit= 800/1,250 = 0.64 m 3 Let the depth of the soak pit be 1.5 m. Therefore, area of soak pit = 0.64/1.5 = 0.42 m 2 Therefore, diameter = 0.7 m Therefore provide soak pits of 0.7 m dia and 1.5 m depth 16

21 3.12 SOLID WASTE DISPOSAL SYSTEM Details of the solid waste and its quantity, disposal system are mentioned in Table 3.5. Table 3.5: Solid Waste Generation and Disposal Total no. of workers 12 Assuming per capita solid waste generation rate as 0.25 kg/capita/day Quantity of solid waste generated 3 kg/day Organic solid waste : 60 % of the total waste 1.8 kg/day Inorganic solid waste : 40 % of the total waste 1.2 kg/day The solid Wastes generated will be collected, composted in compost pits and the product will be used as manure for landscape development. 17

22 3.13 SCHEMATIC REPRESENTATION OF THE FEASIBILITY DRAWING WHICH GIVE INFORMATION OF EIA PURPOSE 18

23 4.1 CONNECTIVITY Chapter-4 SITE ANALYSIS The well laid road network is available till the project site. National highway 63 apart from this the railway connectivity from most of the parts which is about 10.5 km. The major connectivity to the project is provided with distance and site bearing in table 4.1 as under. Table 4.1: Connectivity from the Project Site Sl. Road Distance from the Direction No. project site (km) aerial distance w.r.t. project site 1 Koppal 8.5 West 2 Ginigera 2.3 South 3 NH South 4 Koppal railway station 10.5 West 5 Ginigera railway station 3 South 6 Nearest water body 12 South (Tungabhadra reservoir) 7 Nearest Air strip, Hubli 120 West Project site Fig: 4.1 Google Map Showing the Site Connectivity. 19

24 4.2 LAND FORM, LAND USE & OWNERSHIP The proposed site is own agricultural land converted for industrial purpose. The surrounding places of site is Agricultural land. The site is well connected with roads. Table 4.2 Land Use Planning Sl.No. Details Area in sq.mt. 1 Total plot area Green belt area Paved area Built up area Open area Figure 4.2 Site Photographs 20

25 4.3 TOPOGRAPHY Fig 4.3 Land Use Map The M/s. S.S.R. Cement Industries is located at Latitude: 15 22'26.13"N; Longitude: 76 14'30.30"E, 11 m (E) above MSL; Google map is appended as Fig.3.1. The topo map of the area is provided in fig

26 4.4 EXISTING LAND USE PATTERN Fig- 4.4 Topo Map Showing the Project Site Table 4.3: Existing Land-Use Pattern Sl. No. Particulars Details 1 Agriculture Minor Activities 2 National park, forest No National park is located near the project site 3 Water bodies Tungabhadra river 12 km South 4 Land Allotment Own Land 4.5 EXISTING INFRASTRUCTURE The proposed site is well connected with roads and surrounded by agricultural land. Apart from this there are other infrastructure is electricity to the place from GESCOM. 22

27 The list of existing infrastructure at the project site is 1. Portable water for the workers will be augmented from bore well sources. 2. Power supply from GESCOM 4.6 SOIL CLASSIFICATION Koppal district is having partly red sandy and black cotton soil suitable for agriculture and horticulture crops. The taluk is having few Rocky Mountains with exrophytic vegetation. 4.7 CLIMATIC DATA FROM SECONDARY SOURCE Table 4.4 Meteorological Data of Koppal for the Year 2014 Month Temperature C Relative humidity % Precipitation rate (mm/hr) Atmospheric pressure (mb) Wind speed (m/s) Wind direction (from) Inversion / mixing height Cloud cover (tenths) Min Max Min Max Ave Min Max Min Max (m - Min Max max) Jan NE Feb NE Mar NE & NW Apr SW May SW June SW July SW Aug SW Sept SW Oct NE Nov Nil NE Dec Nil NE

28 1. TEMPERATURE The mean maximum temperature is observed at (41.2 C) in the month of May and the mean minimum temperature at (13.1 C) is observed in the month of December. In the summer season the mean minimum temperature is observed during the month of April (18.6 C). During the monsoon the mean maximum temperature is observed to be 32.4 C in the month of June with the mean minimum temperature at 17.2 C during September. By the end of September with the onset of post monsoon season (October - November), day temperatures drop slightly with the mean maximum temperature at 31.6 C in October and mean minimum temperature is observed at 17.2 C in November. The values are presented in table RELATIVE HUMIDITY Minimum and maximum values of relative humidity have been recorded. The minimum humidity is observed to be at 31% in the month of September and the maximum is 79% in the month of August. The mean minimum values of humidity during summer, monsoon, post-monsoon and rainy seasons are 32%, 31%, 34% & 36% during the months of May, September, October and January respectively. Similarly the maximum values are 79%, 76%, 74%, 71% in the months of August, September, July & April during the summer, monsoon, post monsoon & winter seasons. The values are presented in table RAINFALL The monsoon in this region usually occurs twice in a year i.e. from June to September and from October to November. The maximum annual rate of precipitation over this region an average mm/hr. 4. ATMOSPHERIC PRESSURE The maximum and the minimum atmospheric pressures are recorded during all seasons. In the summer season, the mean maximum and minimum pressure values are observed to be 956 mb in the month of March and 944 mb in the months of April & May. During monsoon season, the maximum pressure is 953 mb and minimum 942 mb. The maximum pressure during the post-monsoon season is 24

29 observed to be 956 mb in November and minimum pressure is 946 mb in the month of October. During the winter season the minimum atmospheric pressure is 946 mb in February and the maximum is 957 mb in the month of January. The values are presented in table WIND The data on wind patterns are pictorially represented by means of wind rose diagrams for the entire year as figure 4.4 (for different seasons). Predominant wind directions Season Period Wind direction Summer March to May South West Monsoon June to September South West Post monsoon October to November North East Winter December to February North East 6. INVERSION HEIGHT The maximum inversion heights at the project site for all the months of the year is as given in the table 3.1. The maximum mixing height of 1563 m is observed during the month of July and the minimum inversion height is 594 m in the month of February. 7. CLOUD COVER The minimum cover measured in the unit of tenths is 2 and the maximum observed cloud cover is

30 FIG 4.4 WIND ROSE DIAGRAMS 1) March to May (Summer Season) 26

31 2) June to September (Monsoon Season) 27

32 1) October to November (Post Monsoon Season) 28

33 1) December to February (winter season) 29

34 4.8 Social Infrastructure Available Infrastructure is the basic physical and organizational structures needed for the operation of a society or enterprise or the services and facilities necessary for an economy to function. The term typically refers to the technical structures that support a society, such as roads, water supply, sewers, electrical grids, telecommunications and so forth and can be defined as "the physical components of interrelated systems providing commodities and services essential to enable, sustain or enhance societal living conditions. Viewed functionally, infrastructure facilitates the production of goods and services, and also the distribution of finished products to markets, as well as basic social services such as schools and hospitals; for example, roads enable the transport of raw materials to a factory Table-4.5 List of infrastructural facilities in the surroundings Sl. No. Hospital Distance from the industry Direction w.r.t. the industry 1 Govt.Hospital, Munirabad 12 South-East 2 Railway Hospital 8 West 3 Govt.Hospital, Koppal West 4 Savya Ayurvedic Hospital East 5 Ginigera railway station 2.91 South 6 Koppal railway station 10 West 7 Baldota Air strip 3 West 8 Tungabhadra Reservoir 12 South 30

35 Chapter-5 PLANNING BRIEF 5.1 PLANNING CONCEPT M/S. S.S.R Cement Industries proposed to set up GGBS & Cement manufacturing Industry at Survey no 37/1 & 37/7, Kuntaganahalli village, Koppal taluk, Koppal district Karnataka. The proposed industry capacity is 60,000 MTPA. 5.2 POPULATION PROJECTION The total Population of Koppal district as of census 2011 is 1,389, LAND USE PLANNING Table 5.1 Land Use Planning Sl.No. Details Area in sq.mt. 1 Total plot area Green belt area Paved area Built up area Open area ASSESSMENT OF INFRASTRUCTURE DEMAND There is existing Railway station at about 10 km for receiving & dispatch of materials. The road network NH-63 which connects Kerala-Goa-Mumbai. Interior roads are already available for dispatch of material for local consumers. Locally available man power will be utilized The transport vehicle will be hired based on requirement. 5.5 AMENITIES/FACILITIES Proper site services such as with Drinking water, safety equipments & first Aid will be provided to the workers. 31

36 Chapter-6 PROPOSED INFRASTRUCTURE 6.1 Industrial area (Processing area) The proposed site is agricultural converted land for industrial purpose. The total plot area is 6 acres 15 guntas. 6.2 Residential Area (Non processing area) The non-processing area is green belt and open area which is about m GREEN BELT The green belt area is about 8525 m 2 about 35% of total plot area. 6.4 CONNECTIVITY The site is well connected with roadways. National highway 63 about 3 km from site apart from this the railway connectivity from most of the parts which is about 10.5 km. 6.5 DRINKING WATER MANAGEMENT The Potable water required for the workers will be augmented through bore well sources. 6.6 SEWERAGE SYSTEM The sewage generated from the working people in the project is planned to discharge to proposed Septic Tank and soak pit designed as per the IS 2470 Part II (1985). The overflow if any during the operation phase would be planned dispose to the nearest sewer network either through pumping or through tanker. 6.7 INDUSTRIAL WASTE MANAGEMENT No trade effluent will be generated from the project. 32

37 6.8 SOLID WASTE MANAGEMENT There is no solid waste is expected to be generated from the project except the domestic waste (About 3 Kg/day). The solid Wastes generated will be collected, composted in compost pits and the product will be used as manure for landscape development. 6.9 POWER REQUIREMENT & SUPPLY/SOURCE The power requirement for the proposed project is 420 KVA and it will be augmented from GESCOM. 33

38 Chapter-7 REHABILITATION & RESETTLEMENT PLAN M/s. S.S.R. Cement Industries proposed to Establish GGBS & Cement manufacturing unit. The proposed project site is own land hence Rehabilitation and Resettlement in not envisaged. Chapter-8 PROJECT SCHEDULE & COST ESTIMATES 8.1 TIME SCHEDULE The Industry will be operational by January 2016 Table 8.1 The Time Schedule for the Project are as Under Sl. No. Descriptions Time Schedule 1. Levelling & compound wall August September 2015 Construction 2. Statutory Approval July October Plant & Machinery Building construction November December ESTIMATED PROJECT COST Total capital investment on the proposed Project is detailed as under Table 8.2: Capital Investment on the Project Sl. Description Cost in Rupees no. 4 Land 9,70,000/- 5 Plant and machinery 1,26,00,000/- 6 Building Construction 25,00,000/- TOTAL 1,60,27,000/- Rupees One Crore Sixty Lakhs Twenty Seven Thousand Only. 34

39 CHAPTER-9 ANALYSIS OF PROPOSAL The proposed project is establishment of GGBS & Cement manufacturing industry. The following are the benefits of the project. 1. Substantial Socio-economic benefits due to development of the ancillary units in support to the proposed project. 2. Good Techno-commercial viability due to availability of required basic raw materials like Clinker Slag and Gypsum are available in northern Karnataka. 3. Skilled, Semi-skilled and unskilled manpower are expected to get employment from local population in these areas to meet the manpower requirement during construction and Operational phase. 4. Infrastructural facilities will be improved due to the project. 5. Secondary employment will be generated thereby benefiting locals. 6. Thus a significant benefit to the socio-economic environment is likely to be created due to the project. 35