PRE-FEASIBILITY REPORT On - Welcome to … Grinding Cement Industry M/s HEMAVATHI CEMENT INDUSTRIES E PRE-FEASIBILITY REPORT On Establishment of Standalone Grinding Cement Industry

Standalone Grinding Cement Industry

M/s HEMAVATHI CEMENT INDUSTRIES

PRE-FEASIBILITY REPORT

On

Establishment of Standalone Grinding Cement Industry (102 TPD)

At

KIADB Industrial Growth Centre, Survey no 52-P, Plot No. 246 & 247, Nagathavalli Village, Kasaba Hobli, Hassan Taluk-573201,

Hassan District Karnataka.

For

M/s. Hemavathi Cement Industries Hassan

Environmental Consultants

M/s. Aqua Tech Enviro Engineers,

(Environmental Engineers & Consultants)

# 3391, 6th Main, 3rd Cross, RPC Layout,

Vijayanagar II Stage, Bangalore – 560 040

Tele Phone: 080: 23141679

Fax: 080:23148166

E-mail: [email protected]



CONTENTS Sl. No. Particulars Page No.

Chapter-1 Executive Summary

1.1 Introduction 1

1.1.1 Preamble 1

1.1.2 Site Location 1

1.1.3 Project at a Glance 2

1.1.4 Project Setting 2

Chapter-2 Introduction of Project Proponent

2.1 Introduction of Project Proponent/ Project 3

2.2 Need for the project and its importance to the country and/region

3

2.3 Demand Supply gap 3

2.4 Domestic / Export markets 3

2.5 Employment generation due to the project 4

Chapter-3 Project Description

5-19

3.1 Location 5

3.2 Basis of selecting the Proposed Site 7

3.3 Size/Magnitude of Operation 7

3.4 Equipment Details 7

3.5 Raw materials, Sources & Transportation 8

3.6 Description of the Process 10

3.7 Products Manufactured 13

3.8 Water Requirement 13

3.9 Power Requirement 13

3.10 Stack Details 14

3.10.1 Working principle of Reverse jet Bag filter 14

3.11 Water and Wastewater Management 15

3.11.1 Water consumption and Wastewater generation details 15

3.11.2 Design details for septic tank 16

3.12 Solid Waste Disposal System 18

3.13 Schematic Representation of the Feasibility Drawing Which Give Information Of EIA Purpose

19

Chapter-4 Site Analysis

4.1 Connectivity 20

4.2 Land Form, Land Use & Ownership 21



4.3 Topography 22

4.4 Existing Land-Use Pattern 23

4.5 Existing Infrastructure 23

4.6 Soil Classification 24

4.7 Climatic data from secondary source 24

4.8 Social Infrastructure Available 28

Chapter-5 Planning Brief

5.1 Planning concept 29

5.2 Population projection 29

5.3 Land use planning 29

5.4 Assessment of infrastructure demand 29

5.5 Amenities/facilities 29

Chater-6 Proposed Infrastructure

6.1 Industrial area 30

6.2 Residential area 30

6.3 Green belt 30

6.4 Connectivity 30

6.5 Drinking water management 30

6.6 Sewerage System 30

6.7 Industrial Waste Management 30

6.8 Solid Waste Management 31

6.9 Power requirement & supply/ source 31

Chapter-7 Rehabilitation & Resettlement Plan

32

Chapter-8 Project Schedule & Cost Estimates

32

8.1 Time Schedule 32

8.2 Estimated Project Cost 32

Chapter-9 Analysis of Proposal

33

TABLES & FIGURES

TABLES

3.1 Capital Investment of the project 7

3.2 Raw material consumption for GGBS & Cement Manufacturing per day

10

3.3 Flue Gas Stacks 14

3.4 Water Consumption and Wastewater Generation pattern 15

3.5 Solid Waste Generation and Disposal 18 4.1 Connectivity from the Project Site 20

4.2 Land Use Planning 21



4.3 Existing Land-Use Pattern 23

4.4 Meteorological Data of Koppal for the Year 2014 24

4.5 List Of infrastructural facilities in the surroundings 28

8.1 Time Schedule for the Project 32

8.2 Capital Investment on the Project 32

FIGURES

1.1 Location map 2

3.1 Maps Showing Project Boundary & Project Site Location 5

3.2 Project location shown on Map 6

3.3 Google Map Showing Distance Between Udupi Power Plant to Hassan Railway Station

9

3.4 Google Map Showing Distance Between M/s. Zuari Cements to Hassan Railway Station

9

3.5 Google Map Showing Distance Between Puducherry Railway Station to Hassan Railway Station

9

3.6 Manufacturing process Flow chart for producing OPC cement from Clinker

13

3.7 Reverse Jet Bag Filter 14

3.8 Water Balance Chart 16

4.1 Google Map Showing the Site Connectivity 20

4.2 Site Photographs 21

4.3 Land Use Map 22

4.4 Topo map showing the Project Site 23

4.5 Wind rose Diagram 27


1

Chapter-1 EXECUTIVE SUMMARY

1.1 INTRODUCTION 1.1.1 PREAMBLE

Amendment of the Environmental Impact Notification No. S.O. 60(E) dated

27.01.1994, 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 14.09.2006.

As per the amended EIA notification dated 14th 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 102

TPD, Therefore this project comes under category B schedule 3(b) and therefore

necessitates Environmental Clearance.

1.1.2 SITE LOCATION:

The proposed project lies at KIADB Industrial Growth Centre, Plot No. 246 & 247

(Survey no 52-P) of Nagathavalli Village, Kasaba Hobli, Hassan Taluk-573201,

Hassan District Karnataka. The project is located at an aerial distance of 3 Km

from Hassan towards North direction. The locations falls at Latitude:

12°58'15.98"N; Longitude: 76°07’06.82"E; MSL 974m. The Google image appended

provides the topographical features of the area surrounding the project site.


2

Fig 1.1 PROJECT SITE LOCATION MAP

1.1.3 PROJECT AT A GLANCE

1.1.4 PROJECT SETTING Site Bearings

Sl.No. Particulars Direction w.r.t. project site

1 Hassan North

2 SH 57 East

Sl. No. Details

1 Project Establishment of Standalone Grinding Cement Industry of 102 TPD Capacity

2 Project developers M/s. Hemavathi Cement Industries

3 Location of the site KIADB Industrial Growth Centre, Plot No. 246 & 247 (Survey no 52-P) of Nagathavalli Village, Kasaba Hobli, Hassan Taluk-573201, Hassan District Karnataka.

4 Constitution of the Organization

Partnership

5 Total Plot Area 3969 sq. m

6 Project cost Rs. 1,47,00,000/-

(Rupees One Crore forty seven Lakhs only.)

Project Site


3

Chapter-2 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION

2.1 INTRODUCTION OF PROJECT PROPONENT/ PROJECT M/S. Hemavathi Cement Industries Intends to Establishment of Standalone

Grinding Cement Industry of 102 TPD Capacity at KIADB Industrial Growth Centre,

Plot No. 246 & 247 (Survey no 52-P) of Nagathavalli Village, Kasaba Hobli, Hassan

Taluk-573201, Hassan District Karnataka. The Location Map of the Project site is

appended in the Figure 1.1.

2.2 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. Hemavathi 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. Hemavathi

cement industries intends to establish Cement manufacturing industry.

2.4 DOMESTIC / EXPORT MARKETS This new project is proposed to meet the domestic markets demand.


4

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 15 workers. The establishment of the

proposed cement industry will also lead to indirect employment generation.


5

Chapter-3

PROJECT DESCRIPTION

3.1 LOCATION

The proposed Project is KIADB Industrial Growth Centre, Plot No. 246 & 247

(Survey no 52-P) of Nagathavalli Village, Kasaba Hobli, Hassan Taluk-573201,

Hassan District Karnataka.

Fig-3.1: Maps Showing Project Boundary & Project Site Location Note: Latitude: 15°22'26.13"N; Longitude: 76°14’30.30"E.


6

Fig 3.2 Project location shown on Map.


7

3.2 BASIS OF SELECTING THE PROPOSED SITE

The proposed site is in KIADB Industrial growth center. It is well connected with

roads with easy access for raw materials and transportation of finished product.

The site is 3 km from the Hassan, 3.5 km from Hassan railway station, 0.1 km from

SH 57. 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 Standalone grinding cement Industry of 102

TPD Capacity.

The total capital investment on the project is Rs. 1.47 Crores, the details of which

are appended in the following table.

Table 3.1: Capital Investment on the Project

Sl. no.

Description Cost in Rupees

1 Land Rent advance Value 5,00,000/-

2 Plant and machinery 1,42,00,000/-

TOTAL 1,47,00,000/-

Rupees One Crore forty seven Lakhs Only.

3.4 EQUIPMENTS DETAILS The list of machinery and equipments proposed to be used are listed below

1. Hoppers

2. Ball Mill

3. Screw Conveyer

4. Elevator

5. Dust Collector- Bag Filter

6. Silo- 50 tons


8

3.5 RAW MATERIALS, SOURCES & TRANSPORTATION.

The Raw materials required for this project are Clinkers, Fly ash and Gypsum. Raw

materials like clinker will be procured from M/s. Zuari Cements & M/s. Bharati

Cements, Kadapa district, Andra Pradesh which is about 442 Km from Hassan

railway station. The fly ash will be procured from Udupi Thermal Power Plant 206

km from Hassan railway station. The Gypsum will be purchased from Saravana

fertilizers Ltd., Puducherry, Tamil Nadu about 565 km from Hassan railway station.

90% of the Raw materials & products will be transported through railway wagons

from Hassan railway station which is about 3.5 km from project site. 10%

transportation will be through roadways.

Sl.No

Raw Materials

Source of Raw Materials

Raw material procurement Distance

Mode of Transportation

Distance of railway station from project site

1 Clinkers M/s. Zuari Cements & M/s. Bharati Cements, Kadapa district, Andra Pradesh.

442 Km Industry having Railway sidings (Wagons)

Hassan Railway station, 3.5 Km

from site 2 Fly ash Udupi Power

Plant 206 Km Railways

3 Gypsum Saravana fertilizers Ltd., Puducherry

565 km Railways


9

Fig: 3.3 Google Map Showing Distance between Udupi Power Plant & Hassan Railway Station

Fig: 3.4 Google Map Showing Distance between M/s. Zuari Cements Kadapa, AP,

& Hassan Railway Station


10

Fig: 3.5 Google Map Showing Distance between Puducherry Railway Station & Hassan Railway Station

Table 3.2 Raw Material Consumption Cement Manufacturing

Sl.No Particulars In Tons/day

1 Clinkers 80

2 Fly ash 20

3 Gypsum 2

Total 102

3.6 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


11

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

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 3300-3600 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


12

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

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. Hemavathi Cement Industries Production Process Starts from bringing

Clinker fed to Silos and further cement manufacturing process carried out in

the industry is as under.

1. 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

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

packed in 50 kg bags transported in closed trucks. Process Flowchart is shown in

figure-3.6


13

Figure- 3.6 Manufacturing process Flow chart for producing OPC cement from

Clinker

3.7 PRODUCTS MANUFACTURED The products manufactured 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 KIADB water supply source.

3.9 POWER REQUIREMENT The power requirement for the proposed project is 100 KVA and it will be

augmented from CESCOM (Chamundeshwari Electricity Supply Company Limited).

GYPSUM Fly ash CLINKER

BALL MILL

CEMENT

PACKING

DRIER

(Optional)

DISPATCH


14

3.10 STACK DETAILS Table 3.3: Flue Gas Stacks

Sl. No.

Stack Attached To

Stack Height, m

Stack Top Diameter,m

Specifications

1 Bag filter connected to Ball Mill

5 m AGL

0.2 No. of bags- 25 bags Bag size 130 mm 3000mm long

2 DG Set 100 KVA, 1 No.

3 m ARL - -

Fig- 3.7 Reverse Jet Bag Filter

3.10.1 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


15

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

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.

3.11 WATER AND WASTEWATER MANAGEMENT 3.11.1 WATER CONSUMPTION AND WASTEWATER GENERATION DETAILS Total fresh water consumption for the proposed terminal will be 11 KLD water will

be sourced from the KIADB water supply source.

Waste water generation quantity will be 0.6 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. 3.9

Table 3.4: Water Consumption and Wastewater Generation Pattern

Sl.

No

.

Description Quantity in KLD Disposal Mode

Water

Consumption

Waste water

generation

1. Domestic 0.7 0.6 Treated in Septic

Tank and Discharged

to soak pit. 2 Gardening 5 -

3 Industrial Purpose* 5 -

Total 10.7 or say

11

0.6 KLD

* Utilized for Dust suppression by sprinkling


16

Figure 3.8: Water Balance Chart

3.11.2 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 = 0.6 m3/day. However, the septic tank

and soak pit are designed for sewage inflow of 0.8 m3/day

Note:

Assuming

rate of deposited sludge as 30 L/capita/year

detention time as 24 hours

KIADB WATER SUPPLY SOURCES

Total water requirement is 11 KLD

Domestic use is 0.7 KLD Gardening is 5 KLD

Waste water generation

0.6 KLD

Dust Suppression by

Sprinkling, 5 KLD

Septic Tank & Soak Pit


17

period of cleaning as one year

The volume of sludge deposited = (12 x 30 x 1)/1000 = 0.36 m3

Therefore the total capacity of tank required

= Volume of sewage + Volume of sludge

= 0.8 + 0.36 = 1.16 m3

Now assuming 1.5 m SWD, we have

The floor area of the tank = 1.16/1.5 = 0.8 m2

Let us assume length is thrice the width

3 B2 = 0.8 m2

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 (1.5 + 0.3 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/m3/day.

Therefore, Volume of soaking media required for soak pit= 800/1,250 = 0.64 m3

Let the depth of the soak pit be 1.5 m.

Therefore, area of soak pit = 0.64/1.5 = 0.42 m2

Therefore, diameter = 0.7 m

Therefore provide soak pits of 0.7 m dia and 1.5 m depth


18

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 15

Assuming per capita solid waste generation rate as 0.25 kg/capita/day

Quantity of solid waste generated 4 kg/day

Organic solid waste : 60 % of the total waste 2.4 kg/day

Inorganic solid waste : 40 % of the total waste 1.6 kg/day

The solid Wastes generated will be collected, composted in compost pits and the

product will be used as manure for landscape development.


19

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


20

Chapter-4 SITE ANALYSIS

4.1 CONNECTIVITY The well laid road network is available till the project site. State highway 57 apart

from this the railway connectivity from most of the parts which is about 3.5 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. No.

Road Distance from the project site (km) aerial distance

Direction w.r.t. project

site

1 Hassan 3 North

2 Hassan Railway Station 3.5 North East

3 SH- 57 0.1 East

4 Nearest Air strip, Mysore 100 South east

Fig: 4.1 Google Map Showing the Site Connectivity.

Project site

SH-57

Mysore Road


21

4.2 LAND FORM, LAND USE & OWNERSHIP

The proposed site is in KIADB Industrial growth center. The surrounding places of

site are small industries and minor 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 3969

2 Green belt area 1192

3 Paved area 993

4 Built up area 1140

5 Open area 644

Figure 4.2 Site Photographs


22

Fig 4.3 Land Use Map

4.3 TOPOGRAPHY

The M/s. Hemavathi Cement Industries is located at Latitude: 12°58'15.98"N;

Longitude: 76°07'06.82"E, 974 above MSL; Google map is appended as Fig.3.1. The

topo map of the area is provided in fig 4.4


23

Fig- 4.4 Topo Map Showing the Project Site

4.4 EXISTING LAND USE PATTERN

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 No water Bodies within 5 kms

4 Land Allotment KIADB Industrial Growth center 4.5 EXISTING INFRASTRUCTURE

The proposed site is well connected with roads Apart from this there are other

infrastructure is electricity to the place from CESCOM.

Project Site


24

The list of existing infrastructure at the project site is

1. Portable water for the workers will be augmented from KIADB Water supply

sources.

2. Power supply from CESCOM

4.6 SOIL CLASSIFICATION

The soils of the district display a wide diversity and are quite fertile. The main soil

types are Red soil, Red sandy soil, mixed soil and Silty clay soil. The soils in the

western taluks are derived from granites, laterites and schists. These soils are

shallow to medium in depth and the color changes with depth from red at the

surface and red and yellow mottles at depth. The soils are suitable for coffee,

cardamom, areca, paddy and sugarcane crops.

4.7 CLIMATIC DATA FROM SECONDARY SOURCE

Table 4.4 Meteorological Data of Hassan for the Year 2014

Month Temperature 0C

Relative humidity %

Precipitation rate (inches)

Atmospheric pressure (mb)

Wind speed (m/s)

Wind direction (from)

Inversion / mixing height (m - max)

Cloud cover (tenths)

Min Max Min Max Ave Min Max Min Max Min Max

Jan 12.7 27.8 36 65 0 940 957 0 5.1 NE 652 2 10

Feb 15.2 30.3 42 59 2 938 955 0 4.6 NE 594 2 10

Mar 18.2 32.7 33 63

7 944 956 0 6.2 NE & NW

681 2 10

Apr 20.1 32.9 33 71 58 943 954 0 5.8 SW 783 2 7

May 21.1 31.1 32 55 97 944 952 0 5.7 SW 783 2 10

June 19.4 26.6 40 59 84 941 950 0 8.6 SW 1324 2 10

July 19 24.6 46 74 167 942 952 1.5 9.2 SW 1563 3 10

Aug 18.8 25.2 50 79 94 942 951 1.5 9.4 SW 1421 3 10

Sept 18.4 26.3 31 76 85 943 953 1 8.2 SW 1210 2 10

Oct 18.5 27.2 34 69 152 946 954 0 6.5 NE 762 2 10

Nov 16.9 26.8 38 58 51 948 956 0 7.6 NE 1051 2 10

Dec 14.0 26.5 37 56 9 949 956 0 7.6 NE 1057 2 10


25

1. TEMPERATURE

The mean maximum temperature is observed at (32.9°C) in the month of April and

the mean minimum temperature at (12.7°C) is observed in the month of January.

In the summer season the mean minimum temperature is observed during the

month of March (18.2°C). During the monsoon the mean maximum temperature is

observed to be 26.6°C in the month of June with the mean minimum temperature

at 18.4°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

4.4

2. 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 4.4.

3. 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 19 inches

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

observed to be 956 mb in November and minimum pressure is 946 mb in the month


26

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 4.4

5. WIND

The data on wind patterns are pictorially represented by means of wind rose

diagrams for the entire year as figure 4.4

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 10.


27

FIG 4.4 WIND ROSE DIAGRAM


28

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 Hassan Institute of medical science, Hassan

4 North-west

2 Hemavathi Hospital 5 North-west

3 Hassan Public School 5 North-west

4 Hassan railway station 3.5 North-East 5 Malnad College of

Engineering 5.3 North


29

Chapter-5

PLANNING BRIEF

5.1 PLANNING CONCEPT

M/S. S.S.R Cement Industries proposed to set up GGBS & Cement manufacturing

Industry at KIADB Industrial Growth Centre, Survey no 52-P, Plot No. 246 & 247, of

Nagathavalli Village, Kasaba Hobli, Hassan Taluk-573201, Hassan District

Karnataka. The proposed capacity is 100 TPD.

5.2 POPULATION PROJECTION

The total Population of Hassan district as of census 2011 is 17,76,42.

5.3 LAND USE PLANNING

Table 5.1 Land Use Planning

Sl.No. Details Area in sq.mt.

1 Total plot area 3969

2 Green belt area 1192

3 Paved area 993

4 Built up area 1140

5 Open area 644

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND

There is existing Railway station at about 3.5 km for receiving & dispatch of

materials.

The road network SH-57 which connects many places in Karnataka.

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.


30

Chapter-6

PROPOSED INFRASTRUCTURE

6.1 Industrial area (Processing area)

The proposed site is in KIADB Industrial Growth Centre Hassan district. The total

plot area is 3969 Sq.m.

6.2 Residential Area (Non processing area)

The non-processing area is green belt and open area which is about 1836m2

6.3 GREEN BELT

The green belt area is about 1192 m2 about 30% of total plot area.

6.4 CONNECTIVITY

The site is well connected with roadways. State highway 57 about 0.1 km from site

apart from this the railway connectivity from most of the parts which is about 3.5

km.

6.5 DRINKING WATER MANAGEMENT

The Potable water required for the workers will be augmented through KIADB

Water supply 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.


31

6.8 SOLID WASTE MANAGEMENT

There is no solid waste is expected to be generated from the project except the

domestic waste (About 4 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 100 KVA and it will be

augmented from CESCOM. 100 KVA DG set will be installed for emergency power

supply during power failure


32

Chapter-7 REHABILITATION & RESETTLEMENT PLAN

M/s. Hemavathi Cement Industries proposed to Establish Cement manufacturing

unit. The proposed project site is in KIADB Industrial Growth Centre hence

Rehabilitation and Resettlement in not envisaged.

Chapter-8

PROJECT SCHEDULE & COST ESTIMATES

8.1 TIME SCHEDULE

The Industry will be operational by March 2016

Table 8.1 The Time Schedule for the Project are as Under

Sl. No. Descriptions Time Schedule

1. Levelling & compound wall Construction

November-december 2015

2. Statutory Approval October-November 2015

3. Plant & Machinery Building construction January - February 2016

8.2 ESTIMATED PROJECT COST

Total capital investment on the proposed Project is detailed as under

Table 8.2: Capital Investment on the Project

Sl. no.

Description Cost in Rupees

1 Land 5,00,000/-

2 Plant and machinery 1,42,00,000/-

TOTAL 1,47,00,000/-

Rupees One Crore Forty seven Lakhs Only.


33

CHAPTER-9

ANALYSIS OF PROPOSAL

The proposed project is establishment 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.

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.

Documents

PRE-FEASIBILITY REPORT On - Welcome to … Grinding Cement Industry M/s HEMAVATHI CEMENT INDUSTRIES E PRE-FEASIBILITY REPORT On Establishment of Standalone Grinding Cement Industry