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Addendum Baseline Report
For the Proposed to Establish a Mini Integrated Steel Plant of Raipur Iron &Steel Co.Pvt Ltd at Village Kirarama, District Jharsuguda, Odisha
Environmental Consultant:
Vimta Labs Limited
142, IDA, Phase-II, Cherlapally,
Hyderabad–500 051, www.vimta.com(NABL/ISO 17025 Certified Laboratory, Recognized by MoEF, New Delhi)
March, 2015
(Approved Consultant)
Project Proponent :
Raipur Iron & Steel Co.Pvt.Ltd.
Bilaspur, Chhattisgarh
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad TC-1
Table of Contents ________________________________________________________________ Chapter Title Page ________________________________________________________________
1.0 Introduction 1
2.0 Project Description 1
3.0 Description of Environment
3.1 Introduction 2
3.2 Geology and Hydrogeology 2 3.3 Land use Studies 5 3.4 Soil Characteristics 9 3.5 Meteorology 13 3.6 Air Quality 23 3.7 Water Quality 31 3.8 Noise Level Survey 37 3.9 Flora and Fauna Studies (Ecological Environment) 41 3.10 Demography and Socio-Economics 53
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad TC-2
List of Figures _______________________________________________________________ Figure Title Page _______________________________________________________________
3.2.1 Drainage Map of the Study Area 4
3.3.1 Satellite Image – Study Area 7 3.3.2 Landuse/Land Cover Map Based on Satellite Data 8
3.4.1 Soil quality sampling locations 10 3.5.1 Site Specific Winter Season Windrose 15 3.5.2 Wind Rose–Premonsoon (IMD-Jharsuguda) 18 3.5.3 Wind Rose –Monsoon (IMD-Jharsuguda) 19 3.5.4 Wind Rose-Post Monsoon (IMD-Jharsuguda) 20 3.5.5 Wind Rose-Winter (IMD-Jharsuguda) 21 3.5.6 Wind Rose-Annual (IMD-Jharsuguda) 22
3.6.1 Air Quality Sampling Locations 24 3.7.1 Water Sampling Locations 32 3.8.1 Noise Monitoring Location 38
3.9.1 Ecological Sampling Locations 43
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad TC-3
List of Tables
Tables Title Page
3.3.1 Land Use Pattern in the Study Area 5 3.4.1 Details of Soil Sampling Locations 9 3.4.2 Soil Analysis Results 11
3.4.3 Standard Soil Classification 12
3.5.1 Summary of the Meteorological Data Generated at Site 13 3.5.2 Summary of Wind Pattern at the Study Area 14 3.5.3 Climatological Data station : IMD, Jharsuguda 16 3.5.4 Summary of Wind Pattern – IMD Jharsuguda 16
3.6.1 Details of ambient air quality Monitoring Locations 25 3.6.2 Summary of Ambient Air Quality Results 26 3.6.3 Chemical characterisation of RSPM 30 3.7.1 Details of Water Sampling Location 31 3.7.2 Ground Water Quality 35 3.7.3 Surface Water Quality 36 3.8.1 Details of Noise Monitoring Locations 39 3.8.2 Noise Level in the Study Area 40 3.9.1 List of Ecological sampling location 42 3.9.2 List of forest blocks in the study area 44 3.9.3 Flora of the core zone 45 3.9.4 Fauna of the core area 45 3.9.5 Flora of the buffer zone 46 3.9.6 Fauna of the buffer zone 49 3.9.7 List of Butterflies in the Study Area 50 3.9.8 List of plankton records during study period 52 3.10.1 Classification of Study area 53 3.10.2 Village wise population size 54 3.10.3 Distribution of population 55 3.10.2 Distribution of Population by Social Structure 55 3.10.3 Distribution of Literate and Literacy Rate 56 3.10.4 Occupation Structure 57 3.10.5 Educational facility in the study area 58 3.10.6 Medical facility in the study area 58 3.10.7 Post and telephone facilities in the study area 59 3.10.8 Health Status 59
List of Annexures
Annexure-I : Intent Letter for Flyash and Slag Annexure-II : Vimta Labs QCI Accreditation Annexure-III : In principle Agreements Annexure-IV : Budgetary provisions for CSR Annexure-V : Landuse Pattern Annexure-VI : Applicable Environmental Standards Annexure-VII : Methodology for Sampling and Analysis Annexure-VIII : Ambient Air Quality Levels Annexure-IX : Demographic Details Annexure-X : Infrastructure Details
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 1
1.0 Introduction
M/s Raipur Iron & Steel Co. Pvt. Ltd. (RISPL) is proposed to establish a mini integrated steel plant (incorporating sponge iron plant, induction furnace, rolling mill, ferro-alloy plant, coal based TPP, WHRB, FBC and coal washery) at village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha. As steel is a basic commodity for all industrial activity, its consumption marks industrial prosperity for the nation. The steel industry has created linkages in terms of material flow, income and employment generation.
2.0 Project Background
In order to obtain environmental clearance for the proposed mini integrated steel plant, Form- I proposed draft TOR along with Pre-Feasibility Report were submitted to MoEF & CC. A presentation was made before the Expert Appraisal Committee of MoEF & CC on 20th July, 2009 for the approval of TOR for EIA study. The committee approved the Terms of Reference, vide letter no. J-11011/355/2009 – IA II (I) dated 7th August, 2009, Govt. of India Ministry of Environment and Forest and climate change, New Delhi. RISPL has appraised the project in the agenda for 31st Reconstituted Expert Appraisal Committee (Industry) held in 8th January 2015 at narmada , Indira Paryavaran Bhawan, Jor Bagh, Lodhi Road, New Delhi. Certain clarification were sought by the Expert Appraisal Committee for the approval of the Environmental Clearance in the meeting. The information sought and clarifications are given in the following table Sr No Particulars Clarification
i) MOU with the Cement plants for use of slag
Intent to lift from Flyash and Slag from the Integrated steel plant from M/s OCL India is given on Annexure-I
ii) The committee noted the consultant is not accredited for the A category projects. All the data collected during the period March–May 2014 should be revalidated by the accredited consultant and submitted
M/s Vimta Labs Limited an accredited Consultant is engaged for preparation of one month data from January 16, 2015 to 15 February 2015. The QCI accreditation of Vimta Labs limited is given in Annexure-II
iii) Details of the MOU for the use of coal washery rejects to be submitted
In principle agreements to lift coal washery rejects are as follows a) M/s Bhushan Power and Steel
limited (5000 MT of washed coal) b) M/s ACB (India)Limted (3000 MT
of washed coal and 2000 MT Reject coal)
c) Aryan Ispat and Power private limited (3000 MT of washed coal and 2000 MT Reject coal)
The above agreements are given in Annexure-III
iv) Detailed CSR plan for 5% of the project cost for the CSR related activity and then should be submitted
Budgetary provisions for CSR per year is given in Annexure-IV
v) One month fresh AAQ data The detailed baseline data generation by Vimta Labs Limited in the subsequent sections of Section-3.0
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 2
Raipur Iron & Steel Co. Pvt. Ltd. engaged M/s. Vimta Labs. Ltd to undertake Environmental baseline studies incorporating baseline environmental status w.r.t. air, noise, water, land, biological and socio-economic environment.
3.0 DESCRIPTION OF ENVIRONMENT
3.1 Introduction
This chapter illustrates the description of the existing environmental status of the study area with reference to the prominent environmental attributes. The study area covers 10 km radius from project boundary. The existing environmental setting is considered to adjudge the baseline environmental conditions, which are described with respect to climate, hydrogeological aspects, atmospheric conditions, water quality, soil quality, ecology, land use and socio-economic profiles of people within the study area. The baseline studies are carried out for one month, representing part of winter season (i.e. 16th January 2015 to 15th February 2015) in the various domains of environment. EIA notification requires that 10 km radius area surrounding the project site shall be covered under the study and the same is denoted as study area. As part of the study, description of biological environment and human environment such as environmental settings, demography & socio-economics, land-use/ land cover, ecology & biodiversity have been carried out for entire 10 km radius. However, as a universally accepted methodology of EIA studies, physical environmental attributes such as ambient air quality, water quality, soil quality, noise levels, physiography, hydrology, ecology have been studied at selective locations representing rural/ residential land sensitive locations including the densely populated areas, agricultural lands, forest lands and other ecologically sensitive areas, if any falling within 10 km radius study area. This report incorporates the baseline data monitored for one month (i.e. 16th January 2015 to 15th February 2015) representing part of winter season and secondary data collected from various Government and semi-government organizations.
3.2 Geology and Hydrogeology
3.2.1 Physiography Based on the stratigraphy, tectonic history and relief features along with erosional processes. The study area has been divided into two physiographic regions namely the Mahanadi Basin and some area of Sambalpur belongs to Garhjat Hills, gently sloping upland, undulating upland with sporadic mounds Denuded hills. The maximum elevation of the study area is ranging about 500-550 meters while the minimum elevation is 200 meters above mean sea level. The most important rivers flowing in the region are Mahanadi, IB and Bhedan rivers. The soils of Jharsuguda and Western part of Sambalpur area come under Mahanadi basin and Eastern part of Sambalpur area belongs to Garhjat hills. It is composed of unclassified crystalline rocks which include granite, geisses,
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 3
limestone and other magnetic rocks. It experiences hot and moist sub-humid sub-climatic condition with mean summer temperature of 38°C and mean winter temperature of 15°C and average rainfall of 1600 mm. Rice is the main crop of the zone constituting approximately 80% of the cropped area with pulses millets and oil seeds at various places.
3.2.2 Drainage Pattern
The drainage system of the study area is covered by one major river and their tributaries i.e. the Mahanadi. The Mahanadi enters the Sambalpur area is the northwest and discharged into the Hirakud water body and Ib river originate from Hirakud dam and flows towards Jharsuguda. The main tributary of river Mahanadi before discharging into Hirakud reservoir is the IB river. Other important tributaries of river Mahanadi in the east are the moltijhor, Harad Jamli. To the west, the principal tributaries of the river Mahanadi in the extreme south. Kuchinda area is drained by four important rivers namely Sapai, Bhedan Kharla and Malti. The study area also covered drainages of IB river, Bheden river, and Lilari nalla. The area of water-shed of Mahanadi cover 20 sq.km and IB river covered 9 sq.km respectively. The drainage network of study area is shown in Figure 3.2.1.
3.2.3 Geology
Geologically the area is covered by Archean as well as Gondwana formation. The region is situated under the IB valley and it comprises of the Kampani Talchir and Barakar formations, which belonging to the Gondwana super group. The rocks and mostly sandstone shale and coal seams. The Talcher and Barakar formations are typically of the western flank of Jharsuguda covering the Brigrajnagar and Belpahar area. The region on the right flank of Jharsuguda comprises Augengeneiss and magmitite of Archean age. The Belpahar region comprising the cold field is characterized by ridges and valleys. The rock types present are Quartizites, Quartzide schist, Mica schists, Sand stone, Shale, phyllite.
3.2.4 Hydrogeology
The hydrogeological studies to understand the local geology, geomorphic features, drainage network, aquifer characteristics and yield of water. Accordingly various components controlling the hydrogeological regime of the study area. Nature of Occurrence of Ground water Ground water systems are a result of the complex combination of different lithological and structural types within an area that together constitute an aquifer within which ground water accumulates and moves. Rather than describing individual lithologies and their tendencies to form aquifers or otherwise, it is useful to describe the ground water as one continuous across various lithological types (Kulkarni and Deolankar, 1995).
In general, the groundwater occurs in the study area is under unconfined to semi confined conditions. The ground water is restricted to weathered residuum and fractured zones and having yield of 2 to 10 litre/second.
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 4
FIGURE-3.2.1
DRAINAGE MAP OF THE STUDY AREA
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 5
3.3 Land Use Studies
Studies on land use aspects of eco-system play important roles for identifying sensitive issues, if any, and taking appropriate actions for maintaining the ecological balance in the development of the region.
3.3.1 Objectives
The objectives of land use studies are: • To determine the present land use pattern; • To analyze the impacts on land use due to plant activities in the study area;
and • To give recommendations for optimizing the future land use pattern vis-a-vis
growth of plant activities in the study area and its associated impacts.
3.3.2 Methodology For the study of land use, literature review of various secondary sources such as District Census Handbooks, regional maps regarding topography, zoning settlement, industry, forest etc., were taken. The data was collected from various sources like District Census Handbook, Revenue records, state and central government offices and Survey of India (SOI) Toposheets and also through primary field surveys.
3.3.3 Land use Based on Secondary Data
Based on the census report, 10-km radial distance around this Plant Centre has been considered in the study. These areas were studied in detail to get the idea of land use pattern in the study area. The land use census data 2011 is not available and the land use pattern of the study area as per 2001 Census is presented in Table-3.3.1. The village wise land use data is presented in Annexure-V.
TABLE-3.3.1 LAND USE PATTERN IN THE STUDY AREA
Sr. No Particulars of Land
use
0-3 km 3-5 km 5-10
km
0-10 km (%)
1 Forest Land 181 536 2120 2837 8.53 2 Land under Cultivation
a) Irrigation Land 10 129 208 347 1.04 b) Un Irrigated Land 1041 2487 10409 13937 41.90
3 Cultivable Waste Land 311 831 2834 3977 11.96
4 Area not Available for Cultivation 1212 1973 8979 12164 36.57 Total Area 2755 5957 24550 33262 100.00
Source: District Census Hand Book –2001
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 6
• Forest
The revenue forest land under the study area consists 2837 ha (8.53%) of the total geographic area. • Land under Cultivation
Altogether 14284 ha cultivable land (irrigated and un-irrigated) was observed in the study area. The irrigated land admeasures to about 347 ha in the study area which works out to be 1.04% of total study area. The un-irrigated land admeasures about 13937 ha and works out to about 41.90% of the total study area.
• Cultivable Waste
This land includes that land, which was cultivated sometime back and left vacant during the past 5 years in succession. Such lands may either be fallows or covered with shrubs, which are not put to any use. Lands under thatching grass, bamboo bushes, other grooves useful for fuel etc., and all grazing lands and village common lands are also included in this category. The study area comprises about 11.96% cultivable wastelands. • Land not available for Cultivation
The land not available for cultivation is 36.57% of the total study area, which includes area of land with scrub, land without scrub, quarry, mining area, rocky/ stony and barren area.
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 7
83.8 83.82 83.84 83.86 83.88 83.9 83.92 83.94 83.96 83.98
21.7
21.72
21.74
21.76
21.78
21.8
21.82
21.84
21.86
Legend10 KM Radius
FIGURE 3.3.1
SATELLITE IMAGE-STUDY AREA
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 8
LegendOpen Scrub
Agriculture Land Water Bodies
Settlement
Mining Quarry
10 KM Radius
Industrial Settlement
Road
83.8 83.82 83.84 83.86 83.88 83.9 83.92 83.94 83.96 83.98
21.7
21.72
21.74
21.76
21.78
21.8
21.82
21.84
21.86
Railway Line
FIGURE 3.3.2
LANDUSE/LAND COVER MAP BASED ON SATELLITE DATA
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 9
3.4 Soil Characteristics
The baseline information on soils in the area is essential to determine the impact of steel and iron plant along with their associated activities for assessing the current impacts of steel and iron plant on the soil quality and the anticipated impacts in future. Accordingly, the assessment of the soil quality has been carried out.
3.4.1 Data Generation
For studying soil quality in the region, sampling locations were selected to assess the existing soil conditions in and around the plant area representing various land use conditions. The physical, chemical and heavy metal concentrations were determined. The samples were collected by ramming a core-cutter into the soil up to 90 cm depth. Six locations were identified within the study area for soil sampling. At each location, soil samples were collected from three different depths viz. 30 cm, 60 cm and 90 cm below the surface and homogenized. The homogenized samples were analyzed for physical and chemical characteristics. Soil samples were taken at six locations once during the study period.
The details of the sampling locations are given in Table-3.4.1 and are shown in Figure-3.4.1. The soil quality for all the locations during study period is tabulated in Table-3.4.2. The results are compared with standard classification as given in Table-3.4.3.
TABLE 3.4.1
DETAILS OF SOIL SAMPLING LOCATIONS
Code No Location Distance
from ML Boundary
(Km)
Direction
S1 Plant site -- -- S2 Bijaparha 2.5 N S3 Kudopali 2.7 NE S4 Katatikra 1.1 E S5 Majhiparha 2.0 S S6 Pheritikra 3.3 SW
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 10
FIGURE-3.4.1
SOIL QUALITY SAMPLING LOCATIONS
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 11
TABLE-3.4.2
SOIL ANALYSIS RESULTS
Sr.No. Parameters UOM S1 S2 S3 S4 S5 S6
1 pH -- 5.9 6.2 6.7 6.0 6.9 5.9 2 Conductivity µs/cm 182 847 754 112 164 72 3 Texture -- Sandy
clay Clay loam
Clay loam
Sandy Clay
Sandy clay
Sandy clay
4 Sand % 14 38 14 36 30 59 5 Silt % 41 34 45 21 24 23 6 Clay % 45 28 41 43 46 18 7 Bulk Density g/cc 1.29 1.42 1.26 1.33 1.40 1.47 8 Exchangeable
Calcium as Ca mg/kg 16.5 18.2 19.6 24.5 23.6 16.9
9 Exchangeable Magnesium as Mg
mg/kg 7.45 8.12 11.51 4.10 11.23 6.42
10 Exchangeable Sodium as Na
mg/kg 0.32 0.30 1.0 0.25 0.30 0.24
11 Available Potassium as K
Kg/ha 145.9 123.2 131.82 194.8 122.6 119.6
12 Available Phosphorous as P
Kg/ha 15.62 19.97 14.75 19.08 16.19 23.93
13 Available Nitrogen as N
Kg/ha 137.47 85.29 95.5 57.98 164.11 59.81
14 Organic Matter % 1.90 1.07 3.19 0.78 2.09 0.72 15 Organic Carbon mg/kg 1.10 0.62 1.85 0.45 1.21 0.42 16 Water soluble
Chloride as Cl mg/kg 52.6 149.2 124.6 47.2 51.9 26.8
17 Water soluble Sulphate as SO4
% 10.41 24.62 18.47 9.46 11.72 14.72
18 Sodium Absorption Ratio
-- 0.01 0.01 0.01 0.01 0.01 0.01
19 Aluminium % 1.42 1.54 1.67 0.92 1.04 1.14 20 Total Iron % 3.12 3.47 3.54 1.62 1.70 1.69 21 Manganese mg/kg 456.1 494.5 564.7 120.2 519.7 464.3 22 Boron mg/kg 24.9 22.7 34.1 1.74 24.70 11.74 23 Zinc mg/kg 44.7 39.6 66.2 8.4 44.72 32.7
3.4.2 Baseline Soil Status
Based on the results obtained from the different soil samples, it is evident that the soil samples are predominantly Clay type. The pH of the soil samples ranged from 5.9 to 6.9 indicating the alkaline nature. The electrical conductance of the soil samples varied from 72 µS/cm to 847 µS/cm. Based on the conductivity results it can be concluded that the ionic content of the soil samples are within the limits that does not harm the crops. Bulk densities of the soil samples varied from 1.26 to 1.47 g/cc. Available nitrogen in the soil samples varied from 57.98 kg/ha to 164.11 kg/ha and indicating less to good category in the soil samples. Available phosphorus in the region varied from 14.75 kg/ha to 23.93 kg/ha and indicating very less quantities. Available potassium levels in the samples ranged from 119.6 kg/ha to 194.8 kg/ha, which is indicating from less to medium quantities in the soil samples.
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
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Soluble chlorides in the region varied from 26.8 mg/kg to 149.2 mg/kg. Organic matter concentrations ranged from 0.72% to 3.19%. Organic carbon concentrations ranged from 0.42% to 1.85%. Based on the above, the soil in the region found to be less to medium quantities in nutrients for crop growth, except for less available nitrogen at some locations.
TABLE-3.4.3
STANDARD SOIL CLASSIFICATION
Sr. No. Soil Test Classification
1 pH <4.5 Extremely acidic 4.51- 5.50 Very strongly acidic 5.51-6.0 moderately acidic 6.01-6.50 slightly acidic 6.51-7.30 Neutral 7.31-7.80 slightly alkaline 7.81-8.50 moderately alkaline 8.51-9.0 strongly alkaline 9.01 very strongly alkaline
2 Salinity Electrical Conductivity (mmhos/cm) (1 ppm = 640 mmho/cm)
Upto 1.00 Average 1.01-2.00 harmful to germination 2.01-3.00 harmful to crops (sensitive to salts)
3 Organic Carbon Upto 0.2: very less 0.21-0.4: less 0.41-0.5 medium, 0.51-0.8: on an average sufficient 0.81-1.00: sufficient >1.0 more than sufficient
4 Nitrogen (Kg/ha) Upto 50 very less 51-100 less 101-150 good 151-300 Better >300 sufficient
5 Phosphorus (Kg/ha) Upto 15 very less 16-30 less 31-50 medium, 51-65 on an average sufficient 66-80 sufficient >80 more than sufficient
6 Potash (Kg/ha) 0 -120 very less 120-180 less 181-240 medium 241-300 average 301-360 better >360 more than sufficient
Source: Handbook of Agriculture, ICAR, New Delhi
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
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3.5 Meteorology
The meteorological data recorded during the monitoring period is very useful for proper interpretation of the baseline information as well as for input prediction models for air quality dispersion. Historical data on meteorological parameters will also plays an important role in identifying the general meteorological regime of the region.
The year may broadly be divided into four seasons:
� Winter season : December to February � Pre-monsoon season : March to May � Monsoon season : June to September � Post-monsoon season : October to November
On-site monitoring was undertaken for various meteorological variables in order to generate the site-specific data. The central micro-meteorological station was installed at a height of about 10 m from ground level free from any obstruction. Data was collected at every hour continuously from 16th 2015 to 15th February 2015 representing part of winter season. The data generated is then compared with the meteorological data generated by nearest India Meteorological Department (IMD) station Jharsuguda located at a distance of 16 km from the plant area. The available meteorological data of IMD, Jharsuguda station has been collected and analyzed.
3.5.1 Meteorological Data Generated at Site The meteorological parameters were recorded on hourly basis during the study period and comprises of parameters like wind speed, wind direction (from 0 to 360 degrees), temperature, relative humidity, atmospheric pressure, rainfall and cloud cover. The maximum, minimum and average values for all the parameters except wind speed and direction are presented in Table-3.5.1.
TABLE-3.5.1 SUMMARY OF THE METEOROLOGICAL DATA GENERATED AT SITE
Month Temperature
(0C)
Relative
Humidity (%)
Rainfall
(mm)
Atmospheric
Pressure
(mb)
Max Min Max Min Max Min
16th Jan to 15th Feb 2015
31.2 9.7 87 13 5.2 1014 999
•••• Wind Speed/ Direction The windrose for the study period representing part of winter season is shown in Figure-3.5.1 and presented in Table-3.5.2.
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
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TABLE-3.5.2
SUMMARY OF WIND PATTERN AT THE STUDY AREA
Season Winter Season
First Predominant Wind Direction North East (28.4%) Second Predominant Wind Direction North (16.9%) Calm conditions (%) 15.3 % Note: Figures in parenthesis indicates percentage of time wind blows Winter Season Predominant winds from NE direction were observed for 28.4 % of the total time. In the N direction winds were observed for 16.9 % of the total time. Whereas, in NNE direction the winds were observed for 16.0% of the total time. In other directions, the percentage frequencies observed were WNW (0.3%), SSE (0.7%), SSW (1.3%), WSW (0.9%), ESE (1.3%), NNW (1.5%), SW (1.3%), NW (0.3%), SE (3.6), ENE (3.4%), W (2.2%), S (1.7%), E (5.9%). Calm conditions prevailed for 15.3% of the time.
3.5.2 Secondary Data Collected from IMD- Jharsuguda Secondary data from IMD-Jharsuguda has been collected for pressure, temperature, relative humidity, rainfall, evaporation, wind speed and direction. The data at IMD is usually measured twice a day viz., at 0830 and 1730 hr.
3.5.2.1 Meteorological Data The secondary meteorological data was collected from the IMD-Jharsuguda, which is the nearest IMD station at a distance of 16 km from the plant area. The data collected from IMD includes wind speed, wind direction (recorded in sixteen directions), temperature, relative humidity, atmospheric pressure, rainfall and cloud cover over a period of 10 years. The monthly maximum, minimum and average values are collected for all the parameters except wind speed and direction. The collected data is tabulated in Table-3.5.3.
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
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FIGURE-3.5.1
SITE SPECIFIC WINTER SEASON WINDROSE
(16th January-15thFebruary 2015)
C-15.3%
N 1
6.9
%
NN
E 1
6.0
% NE 2
8.4%
ENE 3.4%
E 5.9%
ESE 1.3%
SE 3.6%
SS
E 0
.7%
S 1
.7%S
SW
0.3
%
SW 1
.3%WSW 0.9%
W 2.2%
WNW 0.3%
NW
0.3%
NN
W 1
.5%
CALMSPEED
SCALE 5%
1.0 5 11 19 >19 Km/hr
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TABLE-3.5.3
CLIMATOLOGICAL DATA-STATION: IMD, JHARSUGUDA-(1991-2001)
Month Atmospheric
Pressure (mb)
Temperature (0C) Relative
Humidity (%)
Rainfall
(mm)
0830 1730 Max Min 0830 1730
January 992.20 988.17 33.8 6.5 65 42 7.3
February 991.48 986.69 37.6 8.7 58 34 9.6
March 986.90 982.35 42.2 13.1 45 26 15.2
April 984.01 979.04 45.6 19.0 40 20 12.1
May 978.93 974.11 44.4 19.0 44 23 10.92
June 976.86 973.10 46.4 19.0 65 54 161.01
July 976.67 973.68 39.0 19.8 87 79 417.37
August 977.06 974.10 35.2 21.7 86 80 366.2
September 981.95 978.50 37.1 21.0 82 78 217.05
October 988.06 984.05 36.2 16.1 76 64 86.28
November 991.03 986.96 35.6 10.4 65 53 0.7
December 992.94 989.03 32.8 8.0 68 48 5.93
Total 1309.66
Source: India Meteorological Department, Pune 3.5.2.2 Wind Speed / Direction
Generally, light to moderate winds prevail throughout the year. Winds were light and moderate particularly during the morning hours. While during the afternoon hours the winds were stronger. The seasonal and annual wind roses of IMD Jharsuguda are shown in Figure-3.5.2 to Figure-3.5.6 and presented in Table-3.5.4.
TABLE-3.5.4
SUMMARY OF WIND PATTERN – IMD JHARSUGUDA
Season First
Predominant Wind Direction
Second
Predominant Wind Direction
Predominant Wind
Speeds (kmph)
Calm (%)
0830 1730 0830 1730 0830 1730 0830 1730 Winter NE
(38.2) NE
(10.9) NNE (21.6)
SW (7.9)
1.0- 5.0 5.0-11.0
5.0- 11.0 11.0-19.0
10.6 35.5
Pre-Monsoon NE (14.1)
W (20.2)
SE (10.0)
SW (16.9)
1.0- 5.0 5.0-11.0
5.0- 11.0 11.0-19.0
17.5 7.8
Monsoon W (19.0)
W (17.2)
SW (16.1)
SW (14.7)
5.0- 11.0 11.0-19.0
5.0- 11.0 11.0-19.0
13.6 11.3
Post-Monsoon NE (22.5)
NE (10.5)
N (20.0)
E (7.0)
1.0- 5.0 5.0-11.0
1.0- 5.0 5.0-11.0
21.0 46.5
Annual NE (20.1)
SW (11.3)
NNE (11.7)
W (10.7)
1.0- 5.0 5.0-11.0
5.0- 11.0 11.0-19.0
15.6 25.2
3.5.3 Comparison of Primary and Secondary Data
The India Meteorological Department (IMD) records the data at two times a day viz. 0830 hr and 1730 hr while the site-specific data has been recorded at an hourly interval. On comparison of site specific data generated for study period vis-à-vis the IMD data, slight variations were observed. The following observations are brought out:
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• The temperature recorded on site when compared vis-à-vis the IMD data, slight variations was found. The maximum and minimum temperatures recorded at site during study period were 31.2oC and 9.7oC, whereas the maximum and minimum values recorded at IMD-Jharsuguda during the same period are 37.6oC and 6.5oC respectively;
• The Relative Humidity was observed to range from 13 – 87 % during the study
period at the site, whereas according to IMD-Jharsuguda the Relative Humidity was observed to be in the range of 65-34% during the same season;
• The wind pattern of the study area is broadly in comparison with the IMD data. The data generated at project site when compared with the data recorded at IMD, Jharsuguda it is observed that the data generated at the site is broadly in comparison with regional meteorology, except for few minor variations.
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FIGURE-3.5.2
WINDROSE–PRE-MONSOON (IMD-JHARSUGUDA)
ENE 5.2%
1.2% WSW
SE 10.0%
SS
E 2
.6%
3.9
% S
SW
6.3%
SW
9.3
% S
E 5.3%
ESE 2.5%
C-17.5%3.9% W
NE 1
4.1%
NN
E 7
.1%
N 5
.6%2
.3%
NN
W
1.3% N
W
08-30 hrs
PRE MONSOON
ESE 0.6%
5.5% WSW
12
.9%
S
7.5
% S
SW
16.9
% S
W
SS
E 3
.6%
SE 3.9%
0.6
% N
NW
N 2
.8%
NN
E 0
.3%
NE 2
.5%
E 3.5%ENE 0.6%
6.9% N
W
3.9% WNW
C-7.8%20.2% W
17-30 hr
PRE MONSOON
1.9% WNW
>19 Km/hr
SPEED CALM
111 5 19
SCALE 5%
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FIGURE-3.5.3
WINDROSE–MONSOON (IMD-JHARSUGUDA)
ESE 1.5%
9.3% WSW
4.2
% S
SW
14.7
% S
W
SS
E 2
.0%
17-30 hrs
MONSOON
9.5
% S
8.8% WSW
1.8% WNW
E 6.5%ESE 0.8%
SE 7.3%
C-11.3%17.2% W
ENE 1.6%NE 4
.2%
1.3
% N
NW
N 3
.5%
NN
E 1
.3%4.0%
NW
8.8
% S
5.0
% S
SW
08-30 hrs
MONSOON
16.1
% S
W
SS
E 3
.0%
SE 4.8%
0.5
% N
NW
N 1
.1%
NN
E 1
.3%
NE 5
.7%
E 5.0%
ENE 2.1%
1.5% N
W
1.7% WNW C-13.6%19.0% W
>19 Km/hr
SPEED CALM
111 5 19
SCALE 5%
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FIGURE-3.5.4 WINDROSE-POST-MONSOON (IMD-JHARSUGUDA)
ESE 0.5%0.5% WSW
0.5
% S
SW
2.5%
SW
SS
E 1
.5%
17-30 hrs
POST MONSOON
4.0
% S
1.5% WSW
E 7.0%ESE 0.5%
SE 6.5%
C-46.5%6.5% W
ENE 3.5%
NE 1
0.5%
N 3
.0%
NN
E 3
.0%
3.0% N
W
2.0
% S
0.5
% S
SW
08-30 hrs
POST MONSOON
1.0%
SW
SE 2.0%
1.0
% N
NW
N 2
0.0
%
NN
E 1
6.5
%
NE 2
2.5%
E 5.5%
ENE 3.5%
2.0% N
W
C-21.0%1.5% W
SS
E 0
.0%
0.0% WNW
0.0% WNW
0.0
% N
NW
>19 Km/hr
SPEED CALM
111 5 19
SCALE 5%
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FIGURE-3.5.5 WINDROSE-WINTER (IMD-JHARSUGUDA)
ESE 0.3%0.0% WSW
4.6
% S
SW
7.9%
SW
SS
E 1
.3%
17-30 hrs
WINTER
4.6
% S
2.4% WSW
1.3% WNW E 3.3%
ESE 0.7%SE 2.3%
C-35.5%6.6% W
ENE 2.3%
NE 1
0.9%
1.0
% N
NW
N 4
.6%
NN
E 6
.0%
4.7% N
W
0.6
% S
0.0
% S
SW
08-30 hrs
WINTER
0.3%
SW
S
SE
0.0
%
SE 0.7%
0.9
% N
NW
N 1
8.2
%
NN
E 2
1.6
%
NE 3
8.2%
E 4.3%
ENE 2.9%
0.7% N
W
0.0% WNW C-10.6%0.7% W
>19 Km/hr
SPEED CALM
111 5 19
SCALE 5%
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ESE 1.2%2.7% WSW
4.1
% S
SW
11.3
% S
W
SS
E 2
.6%
ANNUAL
17-30 hrs
7.8
% S
4.6% WSW
1.8% WNW
E 5.0%
ESE 1.1%SE 4.9%
C-25.2%10.7% W
ENE 1.8%
NE 7
.2%
0.9
% N
NW
N
3.4
%
NN
E 2
.9%
4.7% N
W
7.1
% S
2.3
% S
SW
ANNUAL
08-30 hrs
5.8%
SW
S
SE
1.4
%SE 3.4%
1.1
% N
NW
N
11.0
%
NN
E 1
1.7
%
NE 2
0.1%
E 5.1%
ENE 3.4%
1.3% N
W
0.5% WNW C-15.6%6.3% W
>19 Km/hr
SPEED CALM
111 5 19
SCALE 5%
FIGURE-3.5.6 WINDROSE-ANNUAL (IMD-JHARSUGUDA)
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3.6 Air Quality
The ambient air quality with respect to the study zone of 10 km radius around the plant forms the baseline information. There are no industries in the study area and present major source of air pollution in the region is due to domestic activities and rural conditions. The prime objective of the baseline air quality study was to assess the existing air quality of the area. The study area represents mostly rural environment.
This section describes the selection of sampling locations, methodology adopted for sampling, analytical techniques and frequency of sampling. The applicable environmental standards are given in Annexure-VI and methodologies of the samplings and analysis are given in Annexure-VII. The results of monitoring carried out for study period from 16th January 2015 to 15th February 2015 covering part of winter season are presented in Annexure-VIII.
3.6.1 Methodology adopted for Air Quality Survey
3.6.1.1 Selection of Sampling Locations
The baseline status of the ambient air quality has been assessed through a scientifically designed ambient air quality-monitoring network. The design of monitoring network in the air quality surveillance program has been based on the following considerations:
• Meteorological conditions on synoptic scale; • Topography of the study area; • Representatives of regional background air quality for obtaining baseline status; • Representatives of likely impact areas.
Ambient Air Quality Monitoring (AAQM) stations were set up at six locations with due consideration to the above mentioned points. Table-3.6.1 gives the details of environmental setting around each monitoring station. The location of the selected stations with reference to the project site is given in the same table and shown in Figure-3.6.1.
3.6.1.2 Frequency and Parameters for Sampling
The ambient air quality monitoring has been carried out with a frequency of two days per week at all locations for study period from 16th January 2015 to 15th February 2015. The baseline data of air environment is generated for the following parameters:
• Particulate Matter (PM10); • Particulate Matter (PM2.5); • Sulphur dioxide (SO2); • Nitrogen dioxide (NO2); • Carbon monoxide (CO); • Ozone (O3); • Ammonia (NH3); • Nickel (Ni); • Arsenic (As); • Lead (Pb); • Benzene (C6H6); and • Benzo Pyrene (BaP).
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FIGURE-3.6.1
AIR QUALITY SAMPLING LOCATIONS
C-15.3%
N 1
6.9
%
NN
E 1
6.0
% NE 2
8.4%
ENE 3.4%
E 5.9%
ESE 1.3%
SE 3.6%
SS
E 0
.7%
S 1
.7%S
SW
0.3
%
SW 1.3
%WSW 0.9%
W 2.2%
WNW 0.3%
NW
0.3%
NN
W 1
.5%
CALMSPEED
SCALE 5%
1.0 5 11 19 >19 Km/hr
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TABLE-3.6.1
DETAILS OF AMBIENT AIR QUALITY MONITORING LOCATIONS
Station Code Name of the
Station Distance from Plant Boundary
(km)
Direction Environment Setting
AAQ1 Plant site -- -- Industrial AAQ2 Bijaparha 2.5 N Crosswind AAQ3 Kudopali 2.7 NE Upwind AAQ4 Katatikra 1.1 E Crosswind AAQ5 Majhiparha 2.0 S Downwind AAQ6 Pheritikra 3.3 SW Downwind
3.6.1.3 Duration of Sampling
The sampling duration for Particulate Matter (PM10 & PM2.5), SO2, NO2 is on twenty four hourly continuous samples per day and CO is sampled for 8 hours continuously thrice a day. This is to allow a comparison with the present revised standards mentioned in the latest NAAQS 2009.
3.6.1.4 Method of Analysis
The air samples were analyzed as per standard methods specified by Central Pollution Control Board (CPCB), IS: 5184 and American Public Health Association (APHA).
3.6.1.5 Selection of Instruments for Air Quality Sampling
Respirable Dust Samplers have been used for monitoring Particulate Matter (PM10 & PM2.5) and gaseous pollutants like SO2 and NO2. Glass tubes were deployed for collection of grab samples of Carbon monoxide.
3.6.2 Presentation of Primary Data – Baseline Air Quality Various statistical parameters like 98th percentile, average, maximum and minimum values have been computed from the observed raw data for all the AAQ monitoring stations. The summary of these results for part of winter season is presented in Table-3.6.2(A), Table-3.6.2(B), Table-3.6.2(C) and Table-3.6.2(D). These are compared with the standards prescribed by the Central Pollution Control Board (CPCB) for rural and residential zone.
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TABLE-3.6.2(A) SUMMARY OF AMBIENT AIR QUALITY RESULTS
(16th January-15th February, 2015)
Station Code
Locations PM10 (µµµµg/m3) PM2.5 (µµµµg/m3) SO2 (µµµµg/m3) NOx (µµµµg/m3)
Min Max Avg 98th
%le Min Max Avg 98th
%le Min Max Avg 98th
%le Min Max Avg 98th
%le
AAQ1 Plant site 60.0 66.0 62.4 65.9 43.3 44.6 43.9 44.5 18.0 19.0 18.4 19.0 21.1 23.1 22.0 23.0 AAQ2 Bijaparha 50.8 55.3 53.8 55.3 31.1 31.6 31.3 31.6 16.3 18.6 17.1 18.4 14.9 16.7 15.7 16.7 AAQ3 Kudopali 47.6 52.6 48.8 52.2 24.6 25.8 25.1 25.7 17.6 18.1 17.8 18.1 25.7 26.7 26.1 26.7
AAQ4 Katatikra 54.3 57.5 56.2 57.5 32.8 34.0 33.2 33.9 18.1 19.0 18.5 19.0 30.3 31.9 31.3 31.9 AAQ5 Majhiparha 55.3 56.6 55.8 56.5 39.8 40.7 40.2 40.7 13.7 15.6 14.7 15.6 29.2 30.3 29.7 30.3 AAQ6 Pheritikra 57.1 60.4 58.6 60.2 42.3 43.8 42.9 43.7 16.0 16.5 16.2 165 17.7 19.1 18.7 19.1 Range 47.6-66.0 24.6-44.6 13.7-19.0 14.9-31.9
TABLE-3.6.2(B)
SUMMARY OF AMBIENT AIR QUALITY RESULTS
(16th January-15th February, 2015)
Station Code
Locations CO (µµµµg/m3) O3 (µµµµg/m3)
Min Max Avg 98th
%le Min Max Avg 98th
%le
AAQ1 Plant site 186 219 201 219 4.2 7.1 5.8 7.1 AAQ2 Bijaparha 152 176 163 175 4.1 8.2 6.0 8.2 AAQ3 Kudopali 150 178 162 177 3.8 7.2 5.6 7.0
AAQ4 Katatikra 190 236 211 233 6.1 7.8 6.8 7.7 AAQ5 Majhiparha 173 211 190 210 4.3 7.3 5.7 7.3 AAQ6 Pheritikra 151 180 162 180 3.8 6.3 4.8 6.2 Range 150-236 3.8-8.2
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TABLE-3.6.2(C) SUMMARY OF AMBIENT AIR QUALITY RESULTS
(16th January-15th February, 2015)
Station Code
Locations Lead (Pb) (µµµµg/m3) Arsenic (As) (ng/m3) Nickel (Ni) (ng/m3)
Min Max Avg 98th
%le Min Max Avg 98th
%le Min Max Avg 98th
%le
AAQ1 Plant site <0.05 <0.05 <0.05 <0.05 <0.2 <0.2 <0.2 <0.2 <0.1 <0.1 <0.1 <0.1 AAQ2 Bijaparha <0.05 <0.05 <0.05 <0.05 <0.2 <0.2 <0.2 <0.2 <0.1 <0.1 <0.1 <0.1 AAQ3 Kudopali <0.05 <0.05 <0.05 <0.05 <0.2 <0.2 <0.2 <0.2 <0.1 <0.1 <0.1 <0.1
AAQ4 Katatikra <0.05 <0.05 <0.05 <0.05 <0.2 <0.2 <0.2 <0.2 <0.1 <0.1 <0.1 <0.1 AAQ5 Majhiparha <0.05 <0.05 <0.05 <0.05 <0.2 <0.2 <0.2 <0.2 <0.1 <0.1 <0.1 <0.1 AAQ6 Pheritikra <0.05 <0.05 <0.05 <0.05 <0.2 <0.2 <0.2 <0.2 <0.1 <0.1 <0.1 <0.1 Range <0.05 <0.2 <0.1
TABLE-3.6.2(D) SUMMARY OF AMBIENT AIR QUALITY RESULTS
(16th January-15th February, 2015)
Station Code
Locations Ammonia, NH3 (µµµµg/m3) Benzene (C6H6) (µµµµg/m3) Benzo(a)pyrene (BaP) (ng/m3)
Min Max Avg 98th
%le Min Max Avg 98th %le Min Max Avg 98th
%le
AAQ1 Plant site <20.0 <20.0 <20.0 <20.0 <0.001 <0.001 <0.001 <0.001 <0.01 <0.01 <0.01 <0.01
AAQ2 Bijaparha <20.0 <20.0 <20.0 <20.0 <0.001 <0.001 <0.001 <0.001 <0.01 <0.01 <0.01 <0.01
AAQ3 Kudopali <20.0 <20.0 <20.0 <20.0 <0.001 <0.001 <0.001 <0.001 <0.01 <0.01 <0.01 <0.01
AAQ4 Katatikra <20.0 <20.0 <20.0 <20.0 <0.001 <0.001 <0.001 <0.001 <0.01 <0.01 <0.01 <0.01
AAQ5 Majhiparha <20.0 <20.0 <20.0 <20.0 <0.001 <0.001 <0.001 <0.001 <0.01 <0.01 <0.01 <0.01
AAQ6 Pheritikra <20.0 <20.0 <20.0 <20.0 <0.001 <0.001 <0.001 <0.001 <0.01 <0.01 <0.01 <0.01
Range <20.0 <0.001 <0.01
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• Summary of Observations
The results of the monitored data indicate that the ambient air quality of the region in general is in conformity with respect to rural / residential norms of the National Ambient Air Quality Standards of CPCB, with present level of activities.
1] PM10
The maximum value for PM10 is observed at Plant site (AAQ1) station, as 66.0 µg/m3 with the minimum value observed at Kudopali village (AAQ3) station as 47.6 µg/m3 during the study period.
2] PM2.5
The maximum value for PM2.5 is observed at Plant area (AAQ1) station, as 44.6 µg/m3 with the minimum value observed at Kudopali (AAQ3) station as 24.6 µg/m3 during the study period.
3] SO2
The minimum value for SO2 is observed to be 13.7 µg/m3 at Majhiparha village (AAQ5) station with the maximum value observed at Katatikra village (AAQ4) and Plant site (AAQ1) as 19.0 µg/m3 during the study period.
4] NOx
The maximum value for NOx is observed at Katatikra village (AAQ4) station, as 31.9 µg/m3 with the minimum value observed at Bijpahra (AAQ2) as 14.9 µg/m3 during the study period.
5] CO
The maximum value for CO is observed at Katatikra (AAQ4), as 236 µg/m3 with the minimum value observed at Kudopali village (AAQ3) station as 150 µg/m3 during the study period.
6] O3
The maximum value for O3 is observed at Bijaparha village (AAQ2), as 8.2 µg/m3 with the minimum value observed at Kudopali and pheritikra (AAQ2 and AAQ6) station as 3.8 µg/m3 during the study period.
7] Lead (Pb)
Lead concentrations were observed <0.05 µg/m3 in all the sampling locations.
8] Arsenic (As)
Arsenic concentration observed <0.2 ng/m3 in all the sampling locations.
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9] Nickel (Ni)
Nickel concentration observed <0.1 ng/m3 in all the sampling locations. 10] Ammonia (NH3)
Ammonia concentration observed in all the locations is <20.0 µg/m3. 11] Benzene (C6H6)
Benzene concentration observed in all locations is <0.001 µg/m3.
12] Benzo (a)Pyrene (BaP)
BaP values observed in all the locations are <0.01 ng/m3.
• Conclusion
From the above analysis of the data, it infers that the air quality levels in the study area are of fairly good quality.
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TABLE-3.6.3
CHEMICAL CHARACTERISATION OF RSPM
Sr. No. Parameter AAQ1 AAQ2 AAQ3 AAQ4 AAQ5 AAQ6
Min Max Min Max Min Max Min Max Min Max Min Max
1 Free Silica 0.61 0.98 0.59 0.89 0.55 0.86 0.64 0.92 0.64 0.95 0.66 0.96
2 Aluminium 2.1 3.2 1.9 2.7 1.5 2.5 2.4 2.9 2.6 3.1 2.8 3.3
3 Calcium 8.6 7.6 8.2 6.1 7.9 5.9 9 6.9 9.5 6.7 9.8 7
4 Sodium 3.8 6.3 3.5 5.2 3.2 4.9 4 5.9 4.5 6 4.8 6.3
5 Potassium 3.2 5.8 2.9 4.8 2.7 4.6 3.3 5.4 2.9 5.6 3.1 5.8
6 Magnesium 1.6 2.9 1.4 2.4 1.2 2.2 1.4 2.4 1.2 2.6 1.4 2.8
7 Lead 0.21 0.39 0.19 0.29 0.17 0.27 0.19 0.34 0.17 0.36 0.18 0.34
8 Zinc 3.5 8.2 3.3 6.5 3.1 6.3 3.7 7.7 3.7 7.9 3.8 7.7
9 Vanadium <0.001 0.03 <0.001 0.02 <0.001 0.03 <0.001 0.02 <0.001 0.03 <0.001 0.04
10 Iron 0.76 1.2 0.72 0.9 0.69 0.7 0.8 0.95 0.82 0.93 0.85 0.93
11 Manganese 3.8 4.4 3.5 3.9 3.3 3.6 4 3.9 4.3 4.1 4.5 4.3
12 Boran 7.4 8.4 7.1 7.9 6.9 7.4 6.9 7.8 6.5 7.9 6.7 7.9
13 Cadmium <0.001 0.09 <0.001 0.08 <0.001 0.09 <0.001 0.08 <0.001 0.09 <0.001 0.12
14 Copper 0.11 0.45 0.09 0.39 0.08 0.37 0.09 0.39 0.07 0.41 0.09 0.44
15 Nickel 0.03 0.06 0.02 0.04 0.03 0.05 0.02 0.04 0.03 0.05 0.04 0.07
16 Cobalt <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001
17 Mercury <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001
18 Arsenic <0.001 0.02 <0.001 0.01 <0.001 0.02 <0.001 0.01 <0.001 0.02 <0.001 0.03
19 Sulphur 1.3 1.8 1.1 1.5 0.9 1.1 1.1 1.3 0.95 1.1 0.97 1.3
20 Phosphorus 9.6 7.2 9.3 6.2 9.1 5.9 9.9 5.2 9.6 5.5 9.8 5.6
21 Chlorides 7.7 6 7.4 5 7.2 4.5 8.2 4.7 8.8 5 9.1 4.9
22 Chromium 0.03 0.05 0.02 0.04 0.03 0.03 0.04 0.05 0.05 0.06 0.03 0.05
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3.7 Water Quality
Selected water quality parameters of ground and surface water resources within 10 km radius of the study area has been studied for assessing the water environment and evaluate anticipated impact of the mining activity. Understanding the water quality is essential in preparation of Environmental Impact Assessment and to identify critical issues with a view to suggest appropriate mitigation measures for implementation.
The purpose of this study is to:
• Assess the water quality characteristics for critical parameters; • Evaluate the impacts on agricultural productivity, habitat conditions,
recreational resources and aesthetics in the vicinity; and • Prediction of impact on water quality by this project and related activities.
The information required has been collected through primary surveys and secondary sources.
3.7.1 Water Sampling Locations
Water samples were collected from eight sampling locations consisting of 4 ground water samples and 4 surface water samples. These samples were taken as grab samples and analysed as per the procedures specified in 'Standard Methods for the Examination of Water and Wastewater published by American Public Health Association (APHA). The details of water sampling locations are given in Table-3.7.1 and shown in Figure-3.7.1.
TABLE-3.7.1
DETAILS OF WATER SAMPLING LOCATIONS
Code Location Distance from
Boundary (km)
Direction from
Boundary
Ground Water
GW1 Plant Site (Kiraram) - -
GW2 Kudopali 2.7 NE
GW3 Bandharbal 2.0 S
GW4 Jurabra 1.9 NW
Surface Water
SW1 Near Plant Site (Kiraram) 0.6 W
SW2 Lilari Nalla 3.0 E
SW3 Upstream of IB river 3.8 ENE
SW4 Downstream of IB river 4.6 E
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FIGURE-3.7.1
WATER SAMPLING LOCATIONS
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Presentation of Results
The results of the parameters analyzed for the 4 ground water and 4 surface water samples are presented in Table-3.7.2 and Table-3.7.3 respectively and ground water results are compared with the standards for drinking water as per IS: 10500-2013 “Specifications for Drinking Water”. • Ground Water
� The analysis results indicate that the pH ranges in between 6.0 to 7.0 which are well within the specified standard of 6.5 to 8.5. The maximum pH of 7.0 was observed at Plant site Kiraram village (GW1) and the minimum pH of 6.0 was observed at Kodapali village (GW2).
� Conductivity of the samples lies between 238 µS/cm to 461 µS/cm. The
minimum concentration 238 µS/cm was found in the Jorabara village (GW4), and the maximum concentration 461 µS/cm was found at Bandhbahal village (GW3).
� Total Dissolved Solids (TDS) concentrations were found to be ranging in
between 160 to 310 mg/l, the maximum concentration was observed at Bandhbahal village (GW3). The minimum concentration 160 mg/l of was observed at Jorabara village (GW4).
� Total Hardness was observed to be ranging from 86 to 132 mg/l. The
maximum hardness (132 mg/l) was recorded at Bandhbahal village (GW3) and the minimum (86 mg/l) was recorded at Kodapali village (GW2) respectively.
� Chlorides were found to be in the range of 8.5 mg/l to 66.6 mg/l, the maximum
concentration was observed at Kodapali village (GW2), and whereas the minimum value of 8.5 mg/l was observed at Plant site Kiraram village (GW1) respectively.
� Sulphates were found to be in the range of 1.4 mg/l to 12.1 mg/l. The
maximum value observed at Bandhbahal village (GW3) whereas the minimum value observed at Plant site Kiraram village (GW1).
� Bacteriological studies revealed the absence of E.coli in ground water. Total
coliform count is nil, whereas the standard limit of 10 MPN/100 ml.
The physico-chemical and biological analysis revealed that most of the parameters are well within the permissible limits when there is no alternative choice as per IS: 10500. The analysis indicates that there is no evidence of any industry related contamination in the groundwater within the study area. • Surface Water
� The analysis results indicate that the pH ranges in between 6.8 to 7.8 which are
well within the specified standard of 6.5 to 8.5. The maximum pH of 7.8 was
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observed at upstream of IB river (SW3) and the minimum pH of 6.8 was also observed at Lilari nalla(SW2).
� Conductivity of the samples lies between 182 µS/cm to 485 µS/cm. The minimum concentration was found at upstream of IB river (SW3) and the maximum concentration was found at Lilari nalla(SW2).
� The Total Dissolved Solids (TDS) concentrations were found to be ranging in
between 120 to 315 mg/l, The minimum concentration was found at upstream of IB river (SW3) and the maximum concentration was found at Lilari nala (SW2).
� Total Hardness was observed to be ranging from 78 to 180 mg/l. The minimum
hardness concentration was recorded upstream of IB river (SW3) and the maximum concentration was recorded at Plant site Kiraram (SW1).
� Chlorides were found to be in the range of 12.8 mg/l to 53.9 mg/l, the
maximum concentration was observed at Lilari nalla (SW2), and whereas the minimum concentration was observed at Plant site Kiraram (SW1).
� Sulphates were found to be in the range of 12.9 mg/l to 105.8 mg/l. The
maximum value was observed at Plant site Kiraram (SW1) whereas the minimum value was observed at upstream of IB river (SW3).
� Bacteriological studies revealed the absence of E.coli in surface water. Total
Coliform count is measured 3 to 5 MPN/100ml in all the samples, whereas the standard limit of 10 MPN/100 ml.
The surface water quality in the study area does not indicate any industrial contamination.
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TABLE-3.7.2
GROUND WATER QUALITY
Sr. No.
Parameter UOM Standard as per IS: 10500
GW1 GW2 GW3 GW4
1 pH - 6.8 – 8.5 7.0 6.0 6.6 6.7
2 Colour Hazen 5 [25] 6 5 4 5
3 Odour - UO UO UO UO UO
4 Conductivity µS/cm $ 253 335 461 238
5 Taste - Agreeable Ag Ag Ag Ag
6 Turbidity NTU 5 [10] 3 6 4 2
7 Total Hardness as CaCO3
mg/l 300 [600] 90.0 86.0 132.0 88.0
8 Total Dissolved Solids mg/l 500 [2000] 170 230 310 160
9 Total Alkalinity mg/l 200 (600) 105 35 128 78
10 Chlorides as Cl mg/l 250 [1000] 8.5 66.6 53.9 22.7
11 Residual free Chlorine mg/l 0.2 Min <0.2 <0.2 <0.2 <0.2
12 Fluoride as F mg/l 1.0 [1.5] 0.3 0.2 0.5 0.2
13 Calcium as Ca mg/l 75 [200] 27.2 16.8 34.4 15.2
14 Magnesium as Mg mg/l 30 [100] 5.3 10.7 11.2 12.2
15 Sulphates as SO4 mg/l 200 [400] 1.4 4.6 12.1 8.2
16 Nitrates as NO3 mg/l 45 (NR) 3.7 24.5 16.5 0.3
17 Phenolics as C6H5OH mg/l 0.001 [0.002] <0.001 <0.001 <0.001 <0.001
18 Cyanide as CN mg/l 0.05 (NR) <0.002 <0.002 <0.002 <0.002
29 Boron mg/l 1 [5] - - - -
21 Sodium as Na mg/l $ 14.4 25.6 38.8 6.6
22 Potassium as K mg/l $ 1.1 22.6 12.1 14.1
23 Iron as Fe mg/l 0.3 [1.0] <0.001 <0.001 <0.001 <0.001
24 Copper as Cu mg/l 0.05 [1.5] <0.01 <0.01 <0.01 <0.01
25 Manganese as Mn mg/l 0.1 [0.3] 0.52 <0.01 0.17 <0.01
26 Aluminum as Al mg/l 0.03 [0.2] 0.04 <0.01 <0.01 <0.01
27 Chromium as Cr+6 mg/l 0.05 (NR) <0.05 <0.05 <0.05 <0.05
28 Cadmium as Cd mg/l 0.01 (NR) <0.01 <0.01 <0.01 <0.01
29 Selenium as Se mg/l 0.01 (NR) <0.01 <0.01 <0.01 <0.01
30 Arsenic as As mg/l 0.01 (NR) <0.01 <0.01 <0.01 <0.01
31 Lead as Pb mg/l 0.05 (NR) <0.01 <0.01 <0.01 <0.01
32 Zinc as Zn mg/l 5 [15] 4.90 0.19 19.59 <0.01
33 Mercury as Hg mg/l 0.001 (NR) <0.001 <0.001 <0.001 <0.001
34 Anionic detergents mg/l 0.2 [1.0] <0.01 <0.01 <0.01 <0.01
35 Mineral Oil mg/l 0.01 [0.03] <0.01 <0.01 <0.01 <0.01
36 Pesticides mg/l Absent Absent Absent Absent Absent
37 E.Coli - Absent Absent Absent Absent Absent
38 Total Coliforms MPN/100 ml
10 <2 <2 <2 <2
$: Limits not specified, UO: Un-Objectionable, Ag-Agreeable Note: The limits given in paranthesis indicate permissible limit in the absence of alternate source.
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TABLE-3.7.3
SURFACE WATER QUALITY
Sr.
No.
Parameters Units SW1 SW2 SW3 SW4
1 pH - 7.0 7.8 6.8 7.3
2 Colour Hazen 3 3 2 2
3 Conductivity µS/cm 414 485 182 214
4 Dissolved oxygen mg/l 5.9 5.8 6.2 6.0
5 BOD, 3day @ 27°C mg/l <3 10 <3 <3
6 COD mg/l <5 40 <5 7.0
7 Total dissolved solids mg/l 270 315 120 145
8 Total hardness as CaCO3 mg/l 180 166 78 80
9 Chlorides as Cl mg/l 12.8 53.9 17.0 15.6
10 Residual free Chloride Mg/l <0.2 <0.2 <0.2 <0.2
11 Fluorides as F mg/l 0.4 0.7 0.1 0.3
12 Sulphates as SO4 mg/l 105.8 31.2 12.9 13.6
13 Phosphates as PO4 mg/l <0.1 <0.1 <0.1 <0.1
14 Total Alkalinity mg/l 76 133 54 71
15 Nitrates as NO3 mg/l 3.6 1.4 0.1 0.3
16 Cyanides as CN mg/l <0.02 <0.02 <0.02 <0.02
17 Calcium as Ca mg/l 24.0 24.0 20.8 20.8
18 Magnesium as Mg mg/l 29.2 25.8 6.3 6.8
19 Sodium as Na mg/l 7.2 31.5 4.3 11.6
20 Potassium as K mg/l 10.6 7.9 3.9 2.5
21 Total Boron as B mg/l <0.01 <0.01 <0.01 <0.01
22 Iron as Fe mg/l 0.04 0.09 0.09 0.06
23 Chromium as Cr mg/l <0.05 <0.05 <0.05 <0.05
24 Cadmium as Cd mg/l <0.01 <0.01 <0.01 <0.01
25 Lead as Pb mg/l <0.01 <0.01 <0.01 <0.01
26 Copper as Cu mg/l <0.01 <0.01 <0.01 <0.01
27 Arsenic as As mg/l <0.01 <0.01 <0.01 <0.01
28 Selenium as Se mg/l <0.01 <0.01 <0.01 <0.01
29 Phenolics as C6H5OH mg/l <0.001 <0.001 <0.001 <0.001
30 Oil and grease mg/l <1.0 <1.0 <1.0 <1.0
31 Zinc as Zn mg/l <0.01 <0.01 <0.01 <0.01
32 Aluminum as Al mg/l <0.01 <0.01 <0.01 <0.01
33 Mercury as Hg mg/l <0.01 <0.01 <0.01 <0.01
34 SAR - 0.23 1.06 0.21 0.56 35 Insecticides mg/l Absent Absent Absent Absent 36 Anionic detergents as MBAS mg/l <0.1 <0.1 <0.1 <0.1 37 Total Coliforms MPN/
100ml 4 5 5 3
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3.8 Noise Level Survey
The physical description of sound concerns its loudness as a function of frequency. Noise in general is sound which is composed of many frequency components of various loudness distributed over the audible frequency range. Various noise scales have been introduced to describe, in a single number, the response of an average human to a complex sound made up of various frequencies at different loudness levels. The most common and universally accepted scale is the A weighted scale which is measured as dB (A). This is more suitable for audible range of 20 to 20,000 Hz. The scale has been designed to weigh various components of noise according to the response of a human ear.
The impact of noise sources on surrounding community depends on:
• Characteristics of noise sources (instantaneous, intermittent or continuous in nature). It can be observed that steady noise is not as annoying as one which is continuously varying in loudness;
• The time of day at which noise occurs, for example high noise levels at night in residential areas are not acceptable because of sleep disturbance; and
• The location of the noise source, with respect to noise sensitive land use, which determines the loudness and period of exposure.
The environmental impact of noise can have several effects varying from Noise Induced Hearing Loss (NIHL) to annoyance depending on loudness of noise. The environmental impact assessment of noise due to construction activity, and vehicular traffic can be undertaken by taking into consideration various factors like potential damage to hearing, physiological responses, annoyance and general community responses. Noise monitoring has been undertaken for 24 hrs duration at each location.
3.8.1 Identification of Sampling Locations
A preliminary reconnaissance survey has been undertaken to identify the major noise generating sources in the area. Noises at different noise generating sources have been identified based on the activities in the village area and ambient noise due to traffic.
The noise monitoring has been conducted for determination of noise levels at eight locations during the study period as per the TOR suggested by Ministry of Environment and Forests, New Delhi. The noise levels at each of the locations were recorded for 24 hours during each season.
The environment setting of each noise monitoring location is given in Table-3.8.1 and shown in Figure-3.8.1.
3.8.2 Methodology of Data Generation
3.8.2.1 Instrument Used for Monitoring
Noise levels were measured using integrated sound level meter manufactured by Quest Technologies, USA (Model No.2900). The integrating sound level meter is an integrating/ logging type with Octave filter attachment (model OB-100) with frequency range of 31.5 to 16000 Hz. This instrument is capable of measuring the Sound Pressure Level (SPL), Leq and octave band frequency analysis.
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FIGURE-3.8.1
NOISE MONITORING LOCATIONS
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TABLE-3.8.1
DETAILS OF NOISE MONITORING LOCATIONS
Location Code Location (Village)
Distance from Boundary (km)
Direction Area Settings
N1 Plant site -- - Industrial
N2 Bijaparha 2.5 N Residential
N3 Kudopali 2.7 NE Residential
N4 Katatikra 1.1 E Residential
N5 Majhiparha 2.0 S Residential
N6 Pheritikra 3.3 SW Residential
N7 Jurabaga 1.9 NW Residential
N8 Jimkani 3.4 NNW Residential
3.8.2.2 Method of Monitoring
Sound Pressure Level (SPL) measurements were measured at all locations. The readings were taken for every hour for 24 hours. The day noise levels have been monitored during 6 am to 10 pm and night levels during 10 pm to 6 am at all the locations covered in 10 km radius of the study area.
3.8.2.3Parameters Measured During Monitoring For noise levels measured over a given period of time interval, it is possible to describe important features of noise using statistical quantities. This is calculated using the percent of the time certain noise levels are exceeding the time interval. The notation for the statistical quantities of noise levels are described below: • L10 is the noise level exceeded 10 per cent of the time; • L50 is the noise level exceeded 50 per cent of the time; and • L90 is the noise level exceeded 90 per cent of the time.
Equivalent Sound Pressure Level (Leq):
The Leq is the equivalent continuous sound level which is equivalent to the same sound energy as the actual fluctuating sound measured in the same period. This is necessary because sound from noise source often fluctuates widely during a given period of time.
This is calculated from the following equation:
(L10 - L90)
2 Leq = L50 + ------------ 60 Lday is defined as the equivalent noise level measured over a period of time during
day (6 am to 10 pm).
Lnight is defined as the equivalent noise level measured over a period of time during night (10 pm to 6 am).
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Day-Night Sound Level (Ldn):
The noise rating developed for community noise from all sources is the Day-Night Sound Level (Ldn). It is similar to a 24 h equivalent sound level except that during night time period (10 pm to 6 am) a 10 dB (A) weighting penalty is added to the instantaneous sound level before computing the 24 h average. This night time penalty is added to account for the fact that noise during night when people usually sleep is judged as more annoying than the same noise during the day time. The Ldn for a given location in a community may be calculated from the hourly Leq's, by the following equation. Ldn = 10 log {1/24[16(10
Ld/10) + 8 (10(Ln+10)/10)]} Where Ld is the equivalent sound level during the day time (6 am to 10 pm) and Ln is the equivalent sound level during the night time (10 pm to 6 am).
3.8.4 Presentation of Results
The statistical analysis is done for measured noise levels at eight locations for once during study period. The parameters are analyzed for Lday, Lnight, and Ldn. These results are tabulated in Table-3.8.2.
TABLE-3.8.2
NOISE LEVELS IN THE STUDY AREA IN dB(A)
Location Code
Location L10 L50 L90 Leq Ld Ln Ldn
N1 Plant site 54.1 50.4 46.8 51.3 51.9 49.1 56.0
N2 Bijaparha 52.7 48.8 45.1 49.8 51.3 44.2 52.6 N3 Kudopali 50.7 46.8 43.1 47.8 49.3 42.2 50.6 N4 Katatikra 49.6 45.7 42.0 46.7 48.2 41.1 49.5 N5 Majhiparha 48.7 44.8 41.1 45.8 47.3 40.2 48.6 N6 Pheritikra 48.1 44.2 40.5 45.2 46.7 39.6 48.0 N7 Jurabaga 49.8 45.9 42.2 46.9 48.4 41.3 49.7 N8 Jimkani 53.1 49.2 45.5 50.2 51.8 44.5 53.0
Area Code Ambient Noise Standards
Category of Area Noise Levels (dB (A) Leq (Limits)
Day time Night time
A Industrial Area 75 70
B Commercial Area 65 55
C Residential Area 55 45
D Silence Zone 50 40
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3.8.5 Observations
a) Day time Noise Levels (Lday)
Residential Zone: The daytime noise levels at the residential locations ranged between 46.7-51.8 dB (A). The maximum value of 51.8 dB (A) was recorded at Jimkani village (N8) and the minimum value of 46.7 dB (A) was recorded at the Pheritikra village (N6). It is observed that the day time noise levels at maximum residential locations are within the prescribed limit of 55 dB (A).
Industrial Zone: The day noise level at the industrial location was 51.9 dB (A). It is observed that the day time noise levels at maximum industrial location is within the prescribed limit of 75 dB (A). b) Night time Noise Levels (Lnight)
Residential Zone: The night time noise levels were ranged between 39.6 to 44.5 dB (A). The maximum value was recorded at Jimkani village (N8) and the minimum value was recorded at the Pheritikra village (N6). It is observed that the night time noise levels at maximum residential locations are within the prescribed limit of 45 dB (A).
Industrial Zone: The day noise level at the industrial location was 49.1 dB (A). It is observed that the night time noise levels at maximum industrial location is within the prescribed limit of 70 dB(A).
3.9 Ecology and Biodiversity
3.9.1 Introduction Ecological evaluation aims at developing and applying methodologies to assess the relevance of an area for nature conservation. As such, it is to support the assessment of the impact of a proposed development by providing guidance on how to describe the ecological features within the area affected, how to value them, and how to predict the value losses caused by the development. The evaluation of the ecological significance of an area can be undertaken from different perspectives and consequently with different objectives. One of such perspectives focuses on the conservation of the biological diversity or biodiversity. Among the human activities that pose the highest threat to the conservation of biodiversity are the developmental projects in particular. Such projects represent artificial elements that cut through the landscape and interfere with the natural habitat and its conditions by emissions that may be solid, liquid and or gaseous. This in turn influences the abundance and distribution of plant and animal species, i.e., the biodiversity of the areas impacted. Most of the background data needs to be acquired from the governmental agencies or the scientific literature. This information is typically complemented by field visit, site surveys and sample collection. The description of the actual ecological assessment provided by the ecological baseline study serves to set a reference for the subsequent impact analysis. Moreover, it helps decision-makers and EIA reviewers to become familiar with the environmental features and the needs of the study area
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3.9.2 Objectives of the study The present study was undertaken with the following objectives to assess both terrestrial and aquatic habitats of the study area: To assess the nature and distribution of vegetation in and around the existing project site. • To assess the flora and fauna in the study area. • To understand the ecology of the water bodies. • To ascertain the migratory routes of fauna, presence of breeding grounds and
sensitive habitats in the study area, if any. • To assess the presence of protected areas in the study area. • To review the information from secondary sources and discuss the issues of
concern with the relevant authority and stakeholders. • Impact prediction based on primary and secondary data sources to formulate
mitigation measures.
3.9.3 Methodology To achieve the above objectives a detailed study of the area was undertaken with the existing site as its centre. The different methods adopted were as follows:
• Generation of primary data by undertaking systematic ecological studies in
the study area; • Primary data collection for flora through random sampling method for trees,
shrubs and herbs from the selected locations to know the vegetation cover qualitatively.
• To spot the fauna in the study area and also to identify the fauna by secondary indicators such as pugmarks, scats, fecal pallets, calls and other signs.
• For ecological information, the secondary sources such as local officials, villagers and other stakeholders were interviewed.
• Sourcing secondary data with respect to the study area from published literature.
The list of Terrestrial and Aquatic sampling locations in the study area is presented in Table-3.9.1 and shown in Figure-3.9.1
TABLE-3.9.1
LIST OF ECOLOGICAL SAMPLING LOCATIONS
Code Name of the Locations Distance from
Plant Site (Km) Direction w.r.t. Proposed
Plant Site
Terrestrial Location
TE-1 Rampur R.F Near Rampur village 5.6 ENE TE-2 Arhapahra R.F Near Arhapahra
village 7.5 SSW
TE-3 Rajpur R.F Near Amdarhaq village
9.2 N
TE-4 Bikramakhol R.F 8.5 WNW Aquatic locations
AE-1 Lilari Nala Near Project site 0.6 WSW AE-2 IB River Near village Latkahnda 7.1 NE
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FIGURE-3.9.1
ECOLOGICAL LOCATIONS
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3.9.4 General Ecology of the study Area
The study area of the project site predominantly covered by agriculture land followed by natural habitats of various reserve forest. The forest types in the Jharsuguda were broadly categorized into tropical moist mixed deciduous and tropical dry mixed deciduous forests. The forest blocks of Jharsuguda forest divisions are geographically situated within the Northern tropical zone, which are far away from the sea, and the forests fall within the dry deciduous belt. The flora over most of the areas in the eastern region of project site has a predominance of Sal, the crop in areas is mostly paddy along with miscellaneous agriculture practices. Majority of the forest blocks had good percentage of Sal in the past, but due to continuous biotic interference and degradation of forests, the present status of Sal in the forests has suffered and it has now became associated with mixed and bamboo and palash forests in the form of patches and the quality of Sal has become degraded due to edaphic factors. It is the major species in the forests throughout the Reserve forest comprises in the study area.
3.9.5 Forest Blocks in the Study Area
There are eight reserve forests in the study area and there are no wildlife sanctuaries, national parks , biosphere reserves or migratory corridors of any sensitive species in the study area. The nearest wildlife sanctuary was Debrigarh Sanctuary about 34.84 km in SE direction from project site. Details of the forest blocks from the study area are given in Table-3.9.2
TABLE-3.9.2
LIST OF FOREST BLOCKS IN THE STUDY AREA
Sr. No Forest Block Distance
(km)
Direction
1 Rampur R.F 5.6 E 2 Patrapali R.F 6.0 ESE 3 Arhaparha R.F 7.8 SSW 4 Khait R.F 6.9 ENE 5 R.F Near Balakuduli 7.8 SW
6 BikramkholR.F. 8.5 WNW 7 Rajapur R.F. 7.8 NNW 8 Remenda RF 9.1 SW 9 Forest near Telanpalli 6.6 SSW
3.9.6 Terrestrial Ecology
Core Zone
Most of the core area is open scrub, predominant vegetation is seasonal Herbs, grasses and shrubs along with few trees species. The details are as follows:
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TABLE-3.9.3 FLORA OF THE CORE ZONE
Sr. No Scientific Name Family
1 Ailanthus excels Simaroubaceae 2 Azadirachta indica Meliaceae 3 Acacia nilotica Mimosaceae 4 Butea monosperma Fabaceae 5 Cassia fistula Cesalpinaceae 6 Ficus religiosa Moraceae 7 Sygyium cummini Myrtaceae 8 Madhuca latifolia Sapotaceae 9 Borassus flabellifera Arececace 10 Phoenix sylvestris Arececace 11 Calotropis jigantica Asclepiadaceae 12 Prosopis juliflora Fabaceae 13 Lantana camara Verbanaceae 14 Ocimum gratissimum Laminaceae 15 Ocimum americanum Laminaceae 16 Agave Americana Agavaceae 17 Datura fastusa Solanaceae
Herbs
18 Crotono blongiflorus Euphorbiaceae 19 Alternathera sessilis Amaranthaceae 20 Blumia lacera Asteraceae
Grasses
21 Heteropogon contortus Poaceae 22 Cynodon dactylon Poaceae
3.9.6.1 Fauna (Core Zone)
There are no endemic, endangered species having habitat in the core zone of the study area. The species observed in the core zone were of common occurrence, mostly common birds such as munias, wablers, babbler’s bulbuls, sunbirds, egrets and bee-eaters. The commonly noted mammals were porcupine, mongoose, Indian hare and common fox and herbivores such as nilgai, which come to the fields in search of food and fodder. The list of animal species recorded in mine lease area is presented in Table-3.9.4
TABLE-3.9.4 FAUNA OF THE CORE AREA
Sr.
No.
Scientific Name Common Name Conservation as
per WPA (1972)
1 Merops orientalis Greenbee-eater Sch-IV
2 Streptopelia decaocto Eurasian Collard Dove Sch-IV 3 Corvus splendens House crow Sch-IV 4 Centropus sinensis Crow pheasant Sch-IV 5 Dicrurus macrocercus Black Drongo Sch-IV 6 Bubulcus ibis Cattle egret Sch-IV
Reptiles
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Sr.
No.
Scientific Name Common Name Conservation as
per WPA (1972)
7 Calote sversicolor Garden Lizard Sch-IV 8 Chemeleon sp Indian Chameleon Sch-IV 9 Mabuya carinata Keeled Indian Mabuya Sch-II 10 Hemidactylus flaviviridis Common House
Gecko Sch-IV
11 Bufo parietalis Indian Toad Sch-IV Mammals
12 Funambulus pennanti Five stripedpalm squirrel Sch-IV 13 Funambulus palmarum Three striped palm
squirrel Sch-IV
14 Herpestes edwardsi Common Mongoose Sch-II
15 Bandicota bengalensis Field rat Sch-V 16 Rattus rattus Common house rat Sch-V
3.9.7 Flora (Buffer Zone)
During the primary survey it was noted that the study area is under different land uses such as agriculture land, plantation, forest, open scrubland, fallow land and grasslands. The reserve forest of the study area has vegetation cover that shows mixed deciduous forest with severe anthropogenic pressure. The species of large trees occurring in the study areas are mostly part of the plantation and vegetation near villages. The list of plant species recorded during study period are presented inTable-3.9.5
TABLE-3.9.5 FLORA OF THE BUFFER ZONE
Sr. No Scientific Name Family
1 Acacia catechu Fabaceae
2 Alangium salvifolium Alangiaceae 3 Artocarpus integrifolia Moraceae
4 Albizzia lebbek Mimosaceae
5 Adina cordifolia Rubiaceae 6 Aegle marmeolos Rutaceae
7 Ailanthus excels Simaroubaceae 8 Annona squamosa Annonaceae
9 Anogeissus latifolia Combretaceae
10 Azadirachta indica Meliaceae 11 Bauhinia variegate Caesalpiniaceae 12 Bombax ceiba Bombacaceae
13 Borassus flabellifer Palmae
14 Boswellia serrata Burseraceae 15 Buchanania lanzan Anacardiaceae
16 Butea monosperma Fabaceae 17 Careya aroborea Barringtoniacea
18 Cassia fistula Caesalpiniaceae
19 Cassia siamea Caesalpiniaceae 20 Dalbergia paniculata Papilionaceae
21 Delonix regia Caesalpiniaceae 22 Diospyros melanoxylon Ebenaceae
23 Ficus benghalensis Moraceae 24 Ficus glomerata Moraceae
25 Ficus religiosa Moraceae
26 Flacourtia indica Salicaceae
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Sr. No Scientific Name Family
27 Gardenia latifolia Rubiaceae 28 Garuga pinnata Burseraceae
29 Gmelina arborea Verbenaceae
30 Hollarhena antidysenterica Apocynaceae
31 Lagerstromia parviflora Lythraceae 32 Limonia acidissima Rutaceae
33 Lannea coromandelica Anacardiaceae
34 Madhuca indica Sapotaceae 35 Mangifera indica Anacardiaceae
36 Melia azedaractha Meliaceae 37 Mimusops elengi Sapotaceae
38 Morinda tinctoria Rubiaceae
39 Phoenix sylvestris Palmae 40 Pithecellobium dulce Mimosaceae 41 Pongamia pinnata Papilionaceae
42 Psidium guajava Myrtaceae
43 Pterocarpus marsupium Papilionaceae 44 Saraca indica Caesalpiniaceae
45 Schleichera oleosa Sapindaceae
46 Semecarpus anacardium Anacardiaceae
47 Shorea robusta Dipterocarpaceae 48 Spondias pinnata Anacardiaceae
49 Syzygium cumini Myrtaceae
50 Saraca indica Fabaceae 51 Tectona grandis Verbenaceae
52 Terminalia bellerica Combretaceae 53 Terminalia catappa Combretaceae
54 Terminalia chebula Combretaceae
55 Terminalia alata Combretaceae
Shurbs & Under trees 56 Adhatoda zeylanica Acantaceae
57 Atylosiasc arabaeoides Fabaceae
58 Acacia pennata Mimosaceae 59 Ageratum conyzoides Asteraceae
60 Agave Americana Agavaceae 61 Caesalpinia pulcherima Caesalpinaceae
62 Calotropis gigantean Asclepiadaceae
63 Carissa spinarum Apocynaceae 64 Cassia auriculata Caesalpinaceae 65 Cassia pumila Caesalpiniaceae 66 Cassia tora Caesalpiniaceae
67 Catharanthus roseus Apocynaceae 68 Clerodendrum fragrans Verbinaceae
69 Datura metel Solanaceae
70 Emblica officinalis Euphorbiaccae
71 Euphorbia enofila Euphorbiaceae 72 Euphorbia tirucalli Euphorbiaceae
73 Flacourtia indica Flacourtiaceae
74 Gardenia resinifera Rubiaceae 75 Helicteres isora Malvaceae
76 Hemidesmus indicus Periplocaceae 77 Hibiscus rosa-chinensis Malvaceae
78 Holarrhena antidysentrica Apocynaceae
79 Indigofera cassioides Fabaceae
80 Jatropha gossypifolia Euphorbiaccae
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Sr. No Scientific Name Family
81 Jatropha podagrica Euphorbiaceae 82 Jetropha curcus Euphorbiaceae
83 Lantana camera Verbinaceae
84 Nyctanthus arbortristis Oleaceae
85 Ocimum gratissimum Lamiaceae 86 Opuntia dillenii Cactaceae
87 Phoenix acaulis Arecaceae
88 Phoenix sylvestris Aracaceae 89 Thevetia peruviana Apocynaceae
90 Vitexnegundo Verbenaceae 91 Woodfrdia fructiosa Lythraceae
92 Zizyphus muritiana Rhamnaceae
93 Zizyphus xylopyra Rhamnaceae 94 Zyzyphus xylocarpus Rhamnaceae
Herbs and grasses
95 Elephantopuss caber Asteraceae
96 Evolvulusnum mularius Convolvulaceae 97 Desmodium triflorum Fabaceae
98 Aspragus recemosus Liliaceae
99 Andrographis paniculata Acanthaceae
100 Achyranthes aspera Amaranthaceae
101 Ageratum conyzoides Asteraceae 102 Alternathera sessilis Amaranthaceae 103 Blumial acera Asteraceae
104 Curcum acaesia Zingiberaceae
105 Curcuma angustifolia Zingiberaceae 106 Commelina benghalensis Commelinaceae
107 Convolvulu sarvensis Convolvulaceae 108 Croton bonplandianus Euphorbiaceae
109 Euphorbia hirta Euphorbiaceae 110 Eclipta prostrate Asteracea
111 Mimosa pudica Fabaceae
112 Ocimum sanctum Labiatae 113 Solanum nigrum Solanaceae
114 Sida cordifolia Malvaceae 115 Tephrosia purpurea Papillionaceae
116 Tridex procumbens Asteraceae
117 Cyperus rotundus Cyperaceae 118 Cymbopogon martini Poaceae 119 Apluda mutica Poaceae
120 Cyndon dactylon Poaceae
121 Bambusa arandinacea Poaceae 122 Dendrocalamus strictus Poaceae
123 Desmostachya bipinnata Poaceae 124 Dichanthium annuatum Poaceae
125 Eragrostis tenella Poaceae
126 Erianthus munja Poaceae 127 Heteropogon contortus Poaceae
3.9.7.2 Fauna (Buffer Zone)
The fauna of the study area includes Mammals, Reptiles, amphibians, Aves, Butterflies. These species are listed in Tables 3.9.4. The study area possess very less number of major wild fauna may be due to rapid growth
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of population and better road links facilitated the communication to deep forest may responsible for the slow and steady degradation of fauna. The fauna of study area Includes Jackal, wild boar were a common sight in the forests in study area. The common mammalian species are, spotted deer, rabbit, monkey, fishing cat, civet cat, jackal, fox, hyena, barking deer, wild boar, squirrel, rat, mongoose and bat. The common reptiles such as tortoise, lizard, garden lizard, different varieties of snakes are seen in this locality. Birds were observed throughout the study area but mostly seen near forest area, paddy fields and water bodies. Reptiles and amphibians were also observed in the study area. Fresh water fishes were found in the river IB river and Bedhan river, ponds and streams. The fauna which are observed and through enquiry from local people are as follows:
TABLE-3.9.6
FAUNA OF THE BUFFER ZONE
Sr. No. Scientific Name Common Name Conservation Status
as per Wildlife
Protection Act (1972)
Avifauna
1 Pseudibis papillosa Red Naped lbis Sch-IV 2 Merops orientalis Green bee eater Sch-IV
3 Ardeola grayii Pond heron Sch-IV 4 Streptopelia decaocto Dove Sch-IV 5 Dicrurus macrocercus Black drongo Sch-IV
6 Gallus gallus Jangli murgi Sch-IV 7 Acridotheress tristis Maina Sch-IV 8 Anasto musoscitans Kanak Sch-IV 9 Bubo bubo Eurasian Eagle- Sch-IV 10 Bubulcus ibis Cattle egret Sch-V
11 Columba livia Rock dove Sch-IV 12 Coracias bengalensis Chukar Sch-IV 13 Corvus splendens House crow Sch-V 14 Corvus macrorhynchos Junglee Koua -- 15 Coturnix coturnix Bater Sch-IV
16 Cuculus varius Papiha/Papiya Sch-IV
17 Elanus caeruleus Black winged kite -- 18 Francolinus francolinus Kala Titar Sch-IV 19 Francolinu spondicerianus Safed Titar Sch-IV 20 Milvus migrans Chil -- 21 Passer domesticus Chidiya Sch-IV
22 Ploceus philippinus Baya weaver Sch-IV 23 Pavo cristatus Peacock Sch-I 24 Halcyon pileata Black capped king
fisher Sch-IV
25 Anas crecca Shag Sch-IV 26 Apus offinis Bulbul Sch-IV
27 Oriol usoriolus Laughing Dove Sch-IV 28 Eudynamys scolopacea Common koel Sch-IV 29 Motacilla
maderaspatensis White browed wagtail Sch-IV
30 Accipiter badius Shirka Sch-IV
Reptiles
1 Ptyas mucosus Common Rrat Snake Sch-II 2 Bungarus caeruleus Common Indian Krait Sch-V 3 Python molurus Python Sch-I 4 Naja naja Indian Cobra Sch-II
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Sr. No. Scientific Name Common Name Conservation Status as per Wildlife
Protection Act (1972)
5 Bufo parietalis Indian Toad Sch-IV
6 Daboia russelli Russell’s viper Sch-II 7 Chemeleon sp. Indian Chameleon Sch-II 8 Calotes versicolor Common garden
lizard Sch-IV
9 Hemidactylus flaviviridis Common house gecko
Sch-IV
10 Varanus bengalensis Bengal Monitor Lizard Sch-I 11 Daboia russilii Russell’s Viper Sch-II 12 Rhinotyphlops acutus Beaked blind snake Sch-II 13 Ramphotyphlops raminus Common water snake Sch-II
Mammals
1 Canis aureus Jackal Sch-II 2 Hyaena hyaena Hyena Sch-III 3 Felis chaus Jungle cat Sch-III 4 Funambulus pennanti Five striped palm
squirrel Sch-IV
5 Funambulus palmarum
Three striped palm squirrel
Sch-II
6 Herpestes edwardsi Common Mongoose Sch-IV 7 Lepus nigricollis Indian hare Sch-III 8 Semnopithecus entellus Common langur Sch-II 9 Macaca mulata Rhesus macaque Sch-III 10 Sus scrofa Indian wild boar Sch-III
11 Vulpes bengalensis Indian fox Sch-III 12 Bandicota bengalensis Field rat Sch-V
13 Rattus rattus Common house rat Sch-IV 14 Hystrix indica Indian Porcupine Sch-IV 15 Viverricula indica Small Indian Civet Sch-III
16 Muntiacus muntjak Barking Deer Sch-III 17 Axis axis Spotted Deer Sch-III
TABLE-3.9.7
LIST OF BUTTERFLIES IN THE STUDY AREA
Sr. No. Scientific Name Local Name
1 Eurema hecabe Common Grass yellow
2 Papilio polytes Common Mormon
3 Danaus chrysippus Plain Tiger
4 Danaus genutia Stripped Tiger
5 Euthalia nais Nymphalid butterfly
6 Acraea terpsicore Tawny Coaster
7 Danausmelanippus White Tiger
8 Junonia hierta Yellow Pansy
9 Junonia orithya Blue Pansy
10 Papilio demoleus Lime Butterfly
11 Edales pandava Plains Cupid
12 Chiladeslaius Lime Blue
13 Catopsilia pomona Common Emigrant
14 Euploea core Common Crow
15 Junonia almana Peacock Pansy
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3.9.8 Aquatic Biodiversity
Phytoplankton
Phytoplankton forms the basis of food chain in any aquatic water body. The diversity and abundance of phytoplankton mainly depends on the region, type of water body, either lentic or lotic, the nutrient flux in the system and the sunlight available for photosynthesis. These factors together form the dynamics of phytoplankton productivity over the seasons. The phytoplankton of a given water body determines the zooplankton populations and the fish productivity of the ecosystem. Phytoplankton group reported from three locations are Basillariophyceae, Chlorophyceae, Myxophyceae and Euglenophyceae members. About 11 species of phytoplankton were reported from all the locations. Dominance of Bacillariophyceae members followed by Myxophyceae was observed in the studied samples. The highest percentage was Cymbella sp. and Spirulina sp. and the lowest percentage was of Synedra sp. during study period.
Zooplankton
The zooplanktons of the aquatic water body are the primary consumers and also in cases secondary producers which play an important role for the fisheries of that system. The diversity and abundance of zooplankton also depends on whether the water body is eutrophic or oligotrophic. They also are good representatives of the ecosystem health. The amount and type of pollutants in the water body determine the type of zooplankton species. Species of copepod will usually dominate in the tropical region while more eutrophicated waters with high nutrient or organic loads will harbour high number of crustaceans and arthropods. The less polluted waters will have more of cladocerans and rotifers. A total of 10 zooplankton species occurred in the study area and the percent composition of zooplankton varied among different locations. Among the zooplankton group, Brachionous sp (Rotifera) had highest percentage composition and the lowest percentage composition was of Keratella sp. in the total zooplankton. Cypris sp. and Cyclops sp. also occurred in the sampled water bodies. On the basis of type of species their proportional dominance and the overall diversity of both phyto- and zooplankton it can be concluded that water bodies are oligo trophic to slightly meso trophic due to inflow and runoff from the surrounding areas. The list of plankton recorded in fresh water bodies from the study during the study period are presented in Table-3.9.8 below.
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TABLE-3.9.8
LIST OF PLANKTON RECORDED DURING STUDY PERIOD
Sr. No. Phytoplankton Sr. No. Zooplankton
1 Actinastrum sp. 1 Amoeba sp. 2 Anabaena sp. 2 Brachionus sp. 3 Coelatrum sp. 3 Ceriodaphnia sp. 4 Cyclotella sp. 4 Cyclops sp. 5 Cymbella
cymbiformsis
5 Cypris sp.
6 Gomphonema sp. 6 Diaphanosoma sp. 7 Navicula gracilis 7 Diaptomus sp. 8 Nitzshia sp. 8 Keratella tropica
9 Oscillatoria sp. 9 Keratella sp. 10 Spinulina sp. 10 Pseudodiaptomus sp. 11 Synedra sp.
Fisheries
The fisheries aspects of the study area are dealt primarily with Hirakud reservoir, IB river and Bheden river of Jharsuguda Districts. The details are delineated here under.
Major varieties of fishes
Indian Major Carps, minor carps, big cat fishes, small catfishes and miscellaneous.
Fish Fauna
The fish fauna of Hirakud Reservoir, including that of the parent Rivers comprises of both plain and hill river species with sizeable representation of Carps and Cat fishes. The major species harvested from the Reservoir were as follows: • Carps:Catla catla, Labeo rohita, Cirrhinus mrigala, Labeo calbasu,Labeo
fimbriatus,Cirrhina reba,Labeo bat. • Catfishes:Silonia silondia, Mystus aor, Mystus singhala, Wallago attu,
Pangassius pangassius, Etropichthy svacha, Bagarius bagarius, Rita
rita, Rita chrysea. • Featherback:Notopterus notopterus,Notopterus chitala • Livefishes:Heterpneustes fossilis, Clarias batrachus • Perches:Anabas testudinius,Tilapia nilotica, Nandus nandus • Clupeids:Gadusiachapra • Mugilids:Rhinomu gilcorsula • Murrels:Channa punctatus, C.striatus, C.marulius, C.gachua • Belones: Hemirhampus georgii • Scianids:Scianacoitor • Lepidocephalids:Lepidocephalus themalis, Lepedocephalichthys guntea • MinorCarps:Chella gora, C.bacaila, Puntius sp.
Amblypharyngodonmola, Laubucala ubuca, Esomus denricus, Rasbora
daniconius • MiscellanusSpecies:Mastacembalusar matus, M.panculus, M.aculeatus • Prawns:Macrobrachium malcomsonii
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3.9.10 Conclusion
From the primary survey and as per forest department records and review of literature, there are no sanctuaries, national park, biosphere reserves in the study area. The study area does not have migratory corridors of any important species. The study area did not record the presence of any critically threatened species in the study area. The records of Botanical Survey of India and forest department also did not indicate presence of any endangered or rare and vulnerable plant species in this area. On comparison of the check list given in the Schedule-I of the Act and the list of wildlife recorded in the study area, it can be concluded that 3 species belongs to Schedule-I, and rest of the species belongs to Schedule-II, III, IV and V of Wildlife (Protection) Act, 1972.
As per IUCN RED (2013) list
Among the reported animals (Striped hyaena) Hyaena categorized as Near Threatened(NT), Python molurus (NT)category whereas, other wild fauna are categorized under least concern category.
3.10 Demography and Socio-Economics
The demographic and socio- economic conditions prevailing in the 10 km radius of the proposed project area Banaharapali tehsil, Brajaraj nagar tehsil, Rengali tehsil, Lakhanpur tehsil, Badmal tehsil, Jharsuguda tehsil and Belpahar tehsil in jharsuguda of Odisha is analyzed. The socio-economic data forms the basis for developing a suitable enterprise social responsibility plan to address the needs of the population. The project proponent is committed to take up the socio-economic development initiatives not only to minimize the negative impact on the population and also improve the socio-economic status of population living in 10 km radius of the plant as its sustained effort as part of corporate social responsibility.
3.10.1 Methodology Adopted for the Study
The methodology adopted for the study mainly includes review of published secondary data (District Census Statistical Handbooks- 2011 and Primary Census Abstract of Census-2011) with respect to population, density, household size, sex ratio, social stratification, literacy rate and occupational structure for 10 km radius study area.
TABLE-3.10.1
CLASSIFICATION OF THE STUDY AREA
Sr. No Zones No. of villages/town Tehsil District 1. 0-3 km 04 village + 1 town Banaharapali Jharsuguda
02 Brajarajnagar 2. 3-5 km 02 Rengali
03 Lakhanpur 06 Banaharapali 03 Brajarajnagar
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Sr. No Zones No. of villages/town Tehsil District
05 Badmal 3. 5-10 km 18 Lakhanpur
01 town Brajarajnagar 07 Badmal 07 Jharsuguda 10 Banaharapali
04 villages+1 town Belpahar Total 74 06 01
Source: Primary census abstract 2011, District Jharsuguda, State Odisha
Dwelling units explain the geographical composition of the area. The table depicts the number of villages within the 10 km radius area from the project site. In the 10 km radial study area total 06 tehsils from Jharsuguda district, state Odisha covers 71 villages and 03 towns. For the study purpose, total 3 zones were demarcated in 10 km radial distance from the project site for assesses socio economic study. In first zone (0-3 km) there were 07 villages, (3-5) km zone total 19 villages and in (5-10) km zone total 48 villages were identified. Details’ regarding demographic structure is presented in Annexure-IX. Population size of the villages is given in Table 3.10.2
TABLE 3.10.2 VILLAGE WISE POPULATION SIZE
Population size No of villages
< 50 2 50-99 2 100-199 0
200-499 19
500-1999 40 2000-4999 9 5000-9000 0 9000+ 2 Source: Primary census abstract 2011, District Jharsuguda, State Odisha
Most of the villages had population size in between 500-1999 and only 2 towns had a population of more than 9000. The population details are presented in Table 3.10.3
� Distribution of Population
As per 2011 census the study area consisted of 126735 persons inhabited in study area. The distribution of population in the study area is shown in Table-3.10.3
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TABLE 3.10.3
DISTRIBUTION OF POPULATION
Particulars 0-3 km 3-5 km 5-10km 0-10 km
No. of Households 3563 3887 22228 29678 Male Population 7564 8464 49072 65100 Female Population 6705 8024 46906 61635 Total Population 14269 16488 95978 126735 % of 0-6 years population 1548 1701 10680 13929 Average Household Size 4.00 4.24 4.32 4.27
% of males to the total population 53.01 51.33 51.13 51.37 % of females to the total population 46.99 48.67 48.87 48.63 Sex Ratio (no of females per 1000 males) 886 948 956 947 Density 518 277 391 381
Source: District Census Hand Book –2011
� Average Household Size The study area has a family size of 4.27 as per 2011 census.
� Population Density
The density of population reveals that the study area has an overall density of 381 persons per km2 (PP km2) as per 2011 census reports.
� Sex Ratio
The configuration of male and female indicates that the males constitute to about 51.37% and females to 48.63% of the total population as per 2011 census records. The study area on an average has 947 (979 state sex ratio) females per 1000 males as per 2011 census reports, which is very low in comparison to the state sex ratio. Project Core zone sex ratio is 886 because there is out migration from core zone to Buffer zone urban areas The sex ratio in the study area indirectly reveals certain sociological and cultural aspects in relation to female births.
3.10.4 Social Structure
In the study area, as per 2011 census, 17.37% of the population belongs to Scheduled Castes (SC) and 32.15% to Scheduled Tribes (ST). Overall the data of social stratification reveals that the SC and ST % to population is more than 49%. The SC and ST community are marginalized and they are considered at low level of social strata and calls for a special attention in Social Impact Management Plan for improving their socio-economic status, apart from preservation and protection of their art, culture and traditional rights of livelihood.
The distribution of population by social structure is shown in Table-3.10.4.
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TABLE-3.10.4
DISTRIBUTION OF POPULATION BY SOCIAL STRUCTURE
Particulars 0-3 km 3-5 km 5-10km 0-10 km
Schedule caste 2023 4348 15645 22016 % To the total population 14.18 26.37 16.30 17.37 Schedule Tribes 3603 5328 31813 40744 % To the total population 25.25 32.31 33.15 32.15 Total SC and ST population 5626 9676 47458 62760 % To total population 39.43 58.69 49.45 49.52
Total population 14269 16488 95978 126735
Source: District Census Hand Book –2011
3.10.5 Literacy Levels The data of study area reveals that literacy rate of 80.39% as per 2011 Census, which is found to be more than the state rate of literacy (Odisha 72.9%). The distribution of literate and literacy rate in the study area is given in Table-3.10.5.
TABLE-3.10.5
DISTRIBUTION OF LITERATE AND LITERACY RATES
Particulars 0-3 km 3-5 km 5-10km 0-10 km
Male Population 7564 8464 49072 65100 Female Population 6705 8024 46906 61635 Total Population 14269 16488 95978 126735 Total Population (0-6 years) 1548 1701 10680 13929 Total literates above 7 years 12721 14787 85298 112806 Male literates 6225 6504 38248 50977 Female literates 4860 4985 29865 39710 Total literates 11085 11489 68113 90687 Male literacy rate (%) 56.16 56.61 56.15 56.21 Female literacy rate (%) 43.84 43.39 43.85 43.79 Average Male Literacy to the total population (%)
48.93 43.98 44.84 45.19
Average female Literacy to the total population (%)
38.20 33.71 35.01 35.20
Total Literacy rate (%) 87.14 77.70 79.85 80.39 Source: District Census Hand Book –2011
The percentage of male literates to the total literates of the study area works out to be 56.21%. The percentage of female literates to the total literates, which is an important indicator for social change, is observed to be 43.79% in the study area as per 2011 census records.
3.10.6 Occupational Structure
The occupational structure of residents in the study area is studied with reference to main workers, marginal workers and non-workers. The main workers include 10 categories of workers defined by the Census Department consisting of cultivators, agricultural laborers, those engaged in live-stock, forestry, fishing, mining and quarrying; manufacturing, processing and repairs in household
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industry; and other than household industry, construction, trade and commerce, transport and communication and other services. The marginal workers are those workers engaged in some work for a period of less than six months during the reference year prior to the census survey. The non-workers include those engaged in unpaid household duties, students, retired persons, dependents, beggars, vagrants etc.; institutional inmates or all other non-workers who do not fall under the above categories. Total work participation in the project study areas is 38.08% and the non-workers constitute 61.92% of the total population respectively. The distribution of workers by occupation indicates that the non-workers are the predominant population. The main workers to the total workers are 75.03% and the marginal workers constitute to 24.97% to the total workers. The occupational structure of the study area is shown in Table-3.10.6.
TABLE-3.10.6
OCCUPATIONAL STRUCTURE
Particulars 0-3 km 3-5 km 5-10km 0-10 km
Total Population 14269 16488 95978 126735 Total workers 4768 6164 37327 48259 Work participation rate (%) 33.42 37.38 38.89 38.08 Total main workers 4064 4560 27584 36208 % of main workers to total workers 85.23 73.98 73.90 75.03 Marginal workers 704 1604 9743 12051 % of marginal workers to total workers 14.77 26.02 26.10 24.97 Non-workers 9501 10324 58651 78476 % of non-workers to total population 66.58 62.62 61.11 61.92
Source: District Census Hand Book-2011 Infrastructures resource base
The infrastructure resources base of the study area with respect to education, health centre, communication, transportation, drinking water, power supply etc are given in Annexure-X. The infrastructure resources details have been abstracted from housing, housing Amenities and assets CD 2001 of district Jharsuguda, State Odisha. (Note 2011 Village Directory yet to publish)
A. Educational Facilities:-
Out of total 72 villages, 04 villages did not have education facilities. In 10 km radial study area, total 71 primary schools, 18 middle schools and 13 secondary schools existed. Moreover 01 senior secondary school and 01 college were available within 10 km radius study area. The education facilities available in the study area are presented in Table 3.10.7
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 58
TABLE-3.10.7
EDUCATIONAL FACILITY IN THE STUDY AREA
Source: Primary census abstract 2011, District Jharsuguda, State Odisha
B. Medical Facilities
Out of total 72 villages, only 17 villages were availing health care facilities and 55 villages were deprived from medical facilities. It was observed that insufficient numbers of health care units were available in the area to fulfil the health need of the people. The health care facilities include both infrastructures and man power.
It was observed that within the 10 km radial area, only 01 hospital was available. However 09 primary health sub centers, 02 Primary health centre, 02 TB clinics, 01 nursing home, 03 family welfare centers with 02 maternity and child welfare centers were observed in the study area
In term of man power there was total 02 community health workers found in the study area. Medical facilities available in the study area are shown in Table 3.10.8
TABLE 3.10.8 MEDICAL FACILITIES IN THE STUDY AREA
Sr. No Type of medical Institution 0 -3 km 3-5 km 5-10 km 0-10 km 1 Allopathic Hospital 00 00 01 01 2 Total Dispensaries 00 01 00 01 3 Maternity and Child Welfare
Centre 00 00 02 02
4 Health Centers 00 00 01 01 5 Primary Health Canter 00 00 02 02 6 Primary health sub- centre 01 02 06 09 7 No. of Family Welfare Centre 00 00 03 03 8 T.B Clinics 00 00 02 02 9 Nursing Home 00 00 01 01 1. Community health worker 00 00 09 02
Source: Village directory 2001, District Jharsuguda, State Odisha
C. Post And Telegraph Facilities
In the study area, there were total 11 post offices with 59 phone connections were available for communication purposes shown in Table 3.10.9
Sr. No. Institution 0 -3 km 3 - 5 km 5-10 km 0 – 10 km 1. Primary schools 07 19 45 71 2. Middle schools 03 05 10 18 3. Secondary schools 02 04 07 13 4. Senior Secondary schools 00 00 01 01 5. College 00 00 01 01
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 59
TABLE 3.10.9 POST AND TELEPHONE FACILITIES IN THE STUDY AREA
Sr. No. Type of facilities 0-3 KM 3 - 5 KM 5- 10 KM 0-10 KM 1. Post office 01 03 11 11 2. Telephone 07 14 38 59
Source: Village directory 2001, District Jharsuguda, State Odisha
D. Power Supply Facilities Out of total 72 villages, only 3 villages were deprived from electricity facilities, other 69 villages availing power facility in the form of all purposes. Only 01 village was availing electricity for agricultural purpose.
E. Drinking Water Facilities All 72 villages were availing drinking water facility. Major water sources within the study area were tap water, well water and hand pumps. F. Transportation Facilities Roads are the only means for transportation observed in the study area. Out of total 72 villages, only 21 villages were availing bus services facilities, whereas two CT Brajrajnagar & Belpahar were connected with the railway network, moreover 02 villages were availing navigable water way.
Health status Health of the people is not only a desirable goal, but it is also an essential investment in human resources. As per the National Health Policy (1983), Primary Health Care has been accepted as main instrument for achieving this goal of development and strengthening rural health infrastructure through a three-tier system, viz., Primary Health Center (PHCs), Sub Centers and Community Health Center, which have been established the operationalization of these units.
TABLE-3.10.10
HEALTH STATUS
Population Infrastructure Personnel 3,000 – 5,000 1 Sub centre 1 ANM 25,000 – 30,000 1 PHC, 6 beds 2 Medical officers 1,00,000 Rural Medical superintendent
Main health centers were at town places like Brajrajnagar, Belpahar & Bandhbahal. Odisha power Generation Corporation, MCL industries were also proving health care facilities to surrounding villages.
During discussion with villagers, it was observed that the general prevailing diseases in the project region are malaria, dysentery and viral fever. The health problems as reported could be attributed to improper sanitation (open defection) and mosquito nuisance.
Addendum Baseline Report for the Proposed to establish a mini integrated steel plant of Raipur Iron & Steel Co. Pvt. Ltd. At village Kirarama, Tehsil Lakhanpur, District Jharsuguda, Odisha.
VIMTA Labs Limited, Hyderabad 60
Cultural Attributes
The main festival in the study area is Narsingh Puja, which is being held in the month of December. Brajrajnagar is also famous of Rampur's Ramchandi Mandir situated at the bank of Ib River. The temple is situated far away from the project site and no adverse impact is envisaged on cultural attributes in the study area.
ANNEXURE-IX
INTENTION TO LIFT FLYASH AND SLAG FROM OCL INDIA LIMITED
AIX-1
ANNEXURE-II
QCI ACCREDATION
AII-1
ANNEXURE-VII
IN PRINCIPLE AGREEMENT’S TO LIFT WASHED COAL AND REJECT COAL
AVII-1
ANNEXURE-VII
IN PRINCIPLE AGREEMENT’S TO LIFT WASHED COAL AND REJECT COAL
AVII-2
ANNEXURE-VII
IN PRINCIPLE AGREEMENT’S TO LIFT WASHED COAL AND REJECT COAL
AVII-3
ANNEXURE-IV
BUDGETARY PROVISIONS FOR SOCIAL UP-LIFTMENT/YEAR
AIV-1
ANNEXURE-I
LANDUSE PATTERN
Sr.NoName of
Village
Total
Area (ha)
Forest
Land (ha)
Total
Irrigated
Land
Un-
Irrigated
Land (ha)
Cultivable
Waste
Land (ha)
Area not
Available
for
1 Kirarama 731 60 0 184.4 34 453.072 Darlipali 274 0 0 145.6 2 126.593 Chharla 550 28 0 127.94 16 377.64 Basupali 146 3.97 0 118 5.6 18.435 Bandhbahal 289 52 0 154.4 36 46.386 Kudopali 453 21.34 0 124.48 201.4 106.037 Charbhati 312 15.76 9.64 186.56 16.42 83.63
Total 2755 181.07 9.64 1041.38 311.42 1211.73
8 Banjipali 57 2.52 34.16 0 3.96 16.829 Deopali 331 50.29 79.5 75.27 23.34 102.7510 Khuntmahul 104 24 0 28.66 16 35.4111 Khaliapali 135 21.5 0 55.56 35.87 22.0812 Karlajori 241 34.24 0 63.14 122.76 20.8813 Gudiali 163 2.15 0 120.85 2.04 38.0514 Khadam 357 33.8 0 195.4 102.8 24.5815 Chharla 550 28 0 127.94 16 377.616 Sarandamal 706 49.75 0 475.7 61.82 118.9117 Dudulsingha 533 4.42 0 139 3.66 385.4918 Badimal 70 0 0 57.71 0.75 11.9619 Ainlapali 68 5.8 0 32.28 16.4 13.0820 Katapali 138 14.14 0 54.48 49.62 19.4221 Baliput 127 19.18 0 37.76 68.75 1.7922 Hirma 1033 59.96 5.66 610.88 259.22 97.0423 Khait 107 0 0 28.96 0.26 77.6224 Malda 732 92.66 2.04 167.06 18.82 451.0925 Rampur 434 80.85 5.25 179.01 19.06 150.0626 Dumermunda 71 12.56 2.82 37.06 9.98 8.85
Total 5957 535.82 129.43 2486.72 831.11 1973.48
27 Soldia 665 53.82 0 193.8 349.74 67.1628 Tingismal 555 50 0 184.98 12 307.7929 Khairkuni 484 28 0 281.6 16.8 157.6930 Banjipali 38 12 0 22 2 1.8231 Ubuda 513 76 0 246.08 28 162.8632 Kusraloi 966 136.75 0 345.85 422.4 61.3933 Remda 1530 122.6 0 605.25 396.24 405.8934 Baragad 297 22.52 0 68.46 46.29 160.1735 Barihapali 679 42.23 0 137.87 103.58 395.5736 Sunari 807 60.1 0 318.04 96.04 332.8237 Patrapali 0 0 0 0 0 038 Kutripali 809 19.33 0 44.06 12.19 733.4239 Balanda 0 0 0 0 0 040 Girindola 1198 68 0 407.79 28 694.4341 Chaurimahul 230 40 0 72.33 12 105.6742 Banjari 396 68 28 212.07 26 62.0543 Bartap 779 120 0 223.47 28 407.2844 Kudaloi 1107 92 0 593.6 30 391.0245 Lakhanpur 1650 117.83 0 753 453.93 325.1646 Budhipadar 370 27.42 2.64 150.62 12.88 176.3247 Jamuapali 240 45.58 0 52.7 43.32 98.648 Singhabaga 285 2.95 1.42 211.8 11.76 56.8849 Pandripathar 366 28.48 5.28 222.06 43.94 65.950 Dalki 286 51.42 0.8 187 22.14 24.7551 Purna 117 14.1 1.2 50.36 14.68 37.0252 Kumudapali 299 42.1 1.5 172.68 39.26 43.9353 Tarekela 212 2.74 2.55 161.14 1.78 44.2554 Tumbela 265 16.83 10.27 175.36 8.8 53.8155 Kumbhari 217 7.3 1.72 185.22 5.96 17.256 Luhurenkachhar 71 0 0 54.66 2.04 14.5357 Kherual 355 8.74 4.86 244.8 9.28 86.8458 Bhagipali 203 7.7 3.24 136.92 11.6 43.69
0-3 km
3-5 km
5-10 km
ANNEXURE-V- LANDUSE
AI-1
ANNEXURE-I
LANDUSE PATTERN
Sr.NoName of
Village
Total
Area (ha)
Forest
Land (ha)
Total
Irrigated
Land
Un-
Irrigated
Land (ha)
Cultivable
Waste
Land (ha)
Area not
Available
for 59 Sripura 2392 52.96 57.26 551.05 28.44 1702.3960 Pipilikani 838 35.88 0 451.68 30.36 319.7861 Kumbharbandh 925 77.4 0 642.44 77.66 127.2162 Rengali 795 33 61 171 22 507.8763 Telenpali 390 40 0 153.65 42 154.0664 Sahajbahal 579 150.4 0 275.18 107.5 46.3765 Banaharapali 222 36 26 116 20 23.7766 Nua adhapada 240 0 0 200 40 067 Chhadarma 6 0 0 0 6.07 068 Tilia 675 70.22 0 406.4 43.4 155.0269 Bhatli 79 0 0 58 20 0.9170 Ujalpur 252 60 0 103.96 40 48.1671 Ulap 305 60 0 57.43 20 167.7372 Liakhai 231 40 0 101.34 14 75.2873 Pipilimal 632 80 0 405.19 32 114.7974 Total 24550 2120.4 207.74 10408.89 2834.08 8979.25
Grand Total 33262 2837.29 346.81 13936.99 3976.61 12164.46Source: Village directory 2001, district Jharsuguda, Odisha
AI-2
ANNEXURE-VI
APPLICABLE ENVIRONMENT STANDARDS
AVI-1
1.0 Ambient Air Quality Standards
National Ambient Air Quality Standards for ambient air has been prescribed by
the Environment (Protection) Seventh Amendment Rules, 2009 dated 16th
November 2009. The prescribed Standards are given below in Table-1.
TABLE-1
NATIONAL AMBIENT AIR QUALITY STANDARDS
Sr. No.
Pollutant Time Weighted
Average
Concentration in Ambient Air
Industrial, Residential
, Rural and other Area
Ecologically Sensitive
Area (notified by Central
Government)
Methods of Measurement
(1) (2) (3) (4) (5) (6)
1 Sulphur dioxide
(SO2), µg/m3
Annual* 50 20 -Improved West and
Gaeke -ultraviolet fluorescence
24 Hours** 80 80
2 Nitrogen Dioxide (NO2), µg/m3
Annual* 40 30 -Modified Jacob & Hochheiser (Na-
Arsenite) -Chemiluminesence
24 Hours** 80 80
3 Particulate Matter (Size less than 10µm) or PM10 µg/m3
Annual* 60 60 -Gravitmetric -TOEM -Beta attenuation
24 Hours** 100 100
4 Particulate Matter
(Size less than 2.5µm) or PM2.5 µg/m3
Annual* 40 40 -Gravitmetric
-TOEM -Beta attenuation
24 Hours** 60 60
5 Ozone (O3) µg/m3 8 hours ** 100 100 -UV photometric -Chemiluminiscence
-Chemical Method 1 hour ** 180 180
6 Lead (Pb) µg/m3 Annual* 0.50 0.50 -AAS /ICP method after sampling on EPM 2000 or equivalent filter
paper -ED-XRF using Teflon filter
24 Hours** 1.0 1.0
7 Carbon monoxide (CO) mg/m3
8 Hours 02 02 -Non Dispersive Infra Red (NDIR) 1 Hour** 04 04
8 Ammonia (NH3) µg/m3
Annual* 100 100 -Chemiluminiscence -Indophenol blue
method 24 Hours** 400 400
9 Benzene (C6H6)
µg/m3
Annual* 05 05 -Gas
chromatography based continuous analyzer
-Adsorption and Desorption followed by GC analysis
10 Benzo(α) Pyrene
(BaP)- particulate phase only ng/m3
Annual* 01 01 -Solvent extraction followed by HPLC/GC
analysis
ANNEXURE-VI
APPLICABLE ENVIRONMENT STANDARDS
AVI-2
Sr. No.
Pollutant Time Weighted
Average
Concentration in Ambient Air
Industrial, Residential
, Rural and other Area
Ecologically Sensitive
Area (notified by Central
Government)
Methods of Measurement
11 Arsenic (As) ng/m3 Annual* 06 06 - AAS /ICP method
after sampling on EPM 2000 or
equivalent filter paper
12 Nickel (Ni) ng/m3 Annual* 20 20 - AAS /ICP method
after sampling on EPM 2000 or equivalent filter
paper
Note:
* Annual arithmetic mean of minimum 104 measurements in a year taken twice a week 24 hourly at uniform intervals.
** 24 hourly or 8 hourly or, 01 hourly monitored values, as applicable, shall be
complied with 98% of the time in a year. 2% of the time, the may exceed the limits but not on two consecutive days of monitoring.
2.0 Ambient Noise Standards
Ambient standards with respect to noise have been notified by the Ministry of
Environment and Forests vide gazette notification dated 26th December 1989
(Amended on January, 2010), Noise Pollution (Regulation and Control) Rules,
2010. It is based on the A weighted equivalent noise level (Leq). The standards are
presented in Table-2.
TABLE-2
AMBIENT NOISE STANDARDS
Area Code Category of Area Noise Levels dB(A) eq
Day time* Night Time
A Industrial Area 75 70
B Commercial Area 65 55
C Residential Area 55 45
D Silence Zone** 50 40 Note: - 1. Day time shall mean from 6.00 a.m. to 10.00 p.m.
2. Night time shall mean from 10.00 p.m. to 6.00 a.m. 3. Silence zone is an area comprising not less than 100 metres around hospitals,
educational institutions, courts, religious places or any other area which is declared as
such by the competent authority.
4. Mixed categories of areas may be declared as one of the four above mentioned
categories by the competent authority.
* dB(A) Leq denotes the time weighted average of the level of sound in decibels on scale
A which is relatable to human hearing. A “decibel” is a unit in which noise is measured.
“A”,in dB(A) Leq, denotes the frequency weighting in the measurement of noise and
corresponds to frequency response characteristics of the human ear.
Leq: It is an energy mean of the noise level over a specified period.
ANNEXURE-VI
APPLICABLE ENVIRONMENT STANDARDS
AVI-3
3.0 Noise Standards for Occupational Exposure
Noise standards in the work environment are specified by Occupational Safety and
Health Administration (OSHA-USA) which are being enforced by Government of
India through model rules framed under Factories Act. These are given in Table-3
below.
TABLE-3
STANDARDS FOR OCCUPATIONAL EXPOSURE
Total Time of Exposure per Day in Hours (Continuous or Short term Exposure)
Sound Pressure Level in dB(A)
8 90
6 92
4 95
3 97
2 100
3/2 102
1 105
¾ 107
½ 110
¼ 115
Never >115
Note:
1. No exposure in excess of 115 dB(A) is to be permitted. 2. For any period of exposure falling in between any figure and the next higher or lower
figure as indicated in column (1), the permissible level is to be determined by
extrapolation on a proportionate scale.
ANNEXURE-VII
METHODOLOGY ADOPTED FOR SAMPLING AND ANALYSIS
AVII-1
1.0 Meteorology
The methodology adopted for monitoring surface observations is as per the
standard norms laid down by Bureau of Indian Standards (IS:8829) and India
Meteorological Department (IMD).
1.1 Methodology of Data Generation
The Central Monitoring Station (CMS) equipped with continuous monitoring
equipment was installed at site at a height of about 10 m above ground level to
record wind speed, direction, relative humidity and temperature. The
meteorological monitoring station was located in such a way that it is free from
any obstructions and as per the guidelines specified under IS:8829. Cloud cover
was recorded by visual observation. Rainfall was monitored by rain gauge.
The continuous recording meteorological instrument of Dynalab, Pune (Model
No.WDL1002) has been used for recording the met data. The sensitivity of the
equipment is as given in Table-1.
TABLE-1
SENSITIVITY OF METEOROLOGY MONITORING STATION
Sr. No. Sensor Sensitivity
1 Wind speed Sensor ± 0.02 m/s
2 Wind direction Sensor ± 3 degrees
3 Temperature Sensor ± 0.2oC
Hourly maximum, minimum and average values of wind speed, direction and
temperature were recorded continuously with continuous monitoring equipment. All
the sensors were connected to filter and then logged on to datalogger. The readings
were recorded in a memory module, which was attached to datalogger. The
memory module was downloaded in computer through Dynalab software. The
storage capacity of memory module was 256 KB. Data was downloaded every
fortnight into the computer. The data was recorded continuously. The recovery of
data was about 98%. The rest of 2 % data gaps were filled by referring to IMD data
and daily weather reports in the local newspapers. However, Relative Humidity and
Rainfall were recorded manually.
1.2 Ambient Air Quality
The air samples were analyzed as per standard methods specified by Central
Pollution Control Board (CPCB), IS: 5184 and American Public Health Association
(APHA).
The techniques used for ambient air quality monitoring and minimum detectable
level are given in Table-3.
ANNEXURE-VII
METHODOLOGY ADOPTED FOR SAMPLING AND ANALYSIS
AVII-2
TABLE-3
TECHNIQUES USED FOR AMBIENT AIR QUALITY MONITORING
Parameters Test Method
[as per GSR 826(E), Sch-VII]
Minimum Detectable Limit (µµµµg/m3)
Sulphur dioxide (SO2) Modified West and Gaeke Method 4.0
Nitrogen dioxide (NO2) Sodium Arsenite Method 9.0
PM10 (Respirable Particulate Matter) and SPM (Suspended
Particulate Matter)
Respirable dust sampler/High volume sampling(Gravimetric)
5.0
PM2.5 (Particulate matter size <2.5 µm)
FRM / Low volume sampling (Gravimetric)
2.0
Carbon Monoxide (CO) (3 x 8 hr)
Gas Monitor 12.5
1.3 Water Analysis
Samples for chemical analysis were collected in polyethylene carboys. Samples
collected for metal content were acidified with 1 ml HNO3. Samples for
bacteriological analysis were collected in sterilized glass bottles. Selected physico-
chemical and bacteriological parameters have been analyzed for projecting the
existing water quality status in the study area. Parameters like temperature,
Dissolved Oxygen (DO) and pH were analyzed at the time of sample collection.
The methodology for sample collection and preservation techniques was followed as
per the Standard Operating Procedures (SOP) mentioned in Table-4.
TABLE-4
STANDARD OPERATING PROCEDURES (SOP)
FOR WATER AND WASTEWATER SAMPLING
Parameter Sample Collect ion Sample
Size
Storage/ Preservation
pH Grab sampling
Plastic /glass container
50 ml On site analysis
Electrical Conductivity
Grab sampling Plastic /glass container
50 ml On site parameter
Total suspended solids
Grab sampling Plastic /glass container
100 ml Refrigeration, can be stored for 7 days
Total Dissolved Solids
Grab sampling Plastic /glass container
100 ml Refrigeration, can be stored for 7 days
BOD Grab sampling
Plastic /glass container
500 ml Refrigeration, 48 hrs
Hardness Grab sampling
Plastic /glass container
100 ml Add HNO3 to pH<2,
refrigeration; 6 months
Chlorides Grab sampling
Plastic /glass container
50 ml Not required; 28 days
Sulphates Grab sampling
Plastic /glass container
100 ml Refrigeration; 28 days
Sodium, Potassium Plastic container 100 ml Not required; 6 months
Nitrates Plastic containers 100 ml Refrigeration; 48 hrs
Fluorides Plastic containers only 100 ml Not required; 28 days
Alkalinity Plastic/ glass containers 100 ml Refrigeration; 14 days
Ammonia Plastic/ glass containers 100 ml Add H2SO4 to pH>2,
refrigeration, 28 days
ANNEXURE-VII
METHODOLOGY ADOPTED FOR SAMPLING AND ANALYSIS
AVII-3
Parameter Sample Collect ion Sample Size
Storage/ Preservation
Hexavalent
Chromium, Cr+6
Plastic/ Glass rinse with
1+1 HNO3
100 ml Grab sample;
refrigeration; 24 hrs
Heavy Metals (Hg,
Cd, Cr, Cu, Fe, Zn, Pb etc.)
Plastic/ Glass rinse with
1+1 HNO3
500 ml Filter, add HNO3 to
pH>2; Grab sample; 6 months
Source: Standard Methods for the Examination of Water and Wastewater,
Published By APHA, AWWA, WEF 19th Edition, 1995
1.3.1 Analytical Techniques
The analytical techniques used for water and wastewater analysis is given in the
Table-5.
TABLE-5
ANALYTICAL TECHNIQUES
FOR WATER AND WASTEWATER ANALYSIS
Parameter Method
pH APHA-4500-H+
Colour APHA-2120 C
Odour IS: 3025, Part-4
Temperature APHA-2550 B
Dissolved Oxygen APHA-4500 O
BOD APHA-5210 B
Electrical conductivity APHA-2510 B
Turbidity APHA-2130 B
Chlorides APHA-4500 Cl-
Fluorides APHA-4500 F-
Total dissolved solids APHA-2540 C
Total suspended solids APHA-2540 D
Total hardness APHA-2340 C
Sulphates APHA-4500 SO4-2
Arsenic APHA-3120 B/ APHA-3114 B/ APHA-3500 As
Calcium APHA-3120 B/ APHA-3500 Ca
Magnesium APHA-3120 B/ APHA-3500 Mg
Sodium APHA-3120 B/ APHA-3500 Na
Potassium APHA-3120 B/ APHA-3500 K
Manganese APHA-3120 B/ APHA-3500 Mn
Mercury APHA-3112 B/ APHA-3500 Hg
Selenium APHA-3120 B/ APHA-3114 B/ APHA-3500 Se
Lead APHA-3120 B/ APHA-3500 Pb
Copper APHA-3120 B/ APHA-3500 Cu
Cadmium APHA-3120 B/ APHA-3500 Cd
Iron APHA-3120 B/ APHA-3500 Fe
Zinc APHA-3120 B/ APHA-3500 Zn
Boron APHA-4500 B
Coliform organisms APHA-9215 D
Alkalinity APHA-2320 B
1.4 Soil Quality
At each location, soil samples were collected from three different depths viz. 30
cm, 60 cm and 90 cm below the surface and are homogenized. This is in line with
IS: 2720 & Methods of Soil Analysis, Part-1, 2nd edition, 1986 of (American
ANNEXURE-VII
METHODOLOGY ADOPTED FOR SAMPLING AND ANALYSIS
AVII-4
Society for Agronomy and Soil Science Society of America). The homogenized
samples were analyzed for physical and chemical characteristics. The soil samples
were collected and analyzed once in each season.
The samples have been analyzed as per the established scientific methods for
physico-chemical parameters. The heavy metals have been analyzed by using
Atomic Absorption Spectrophotometer and Inductive Coupled Plasma Analyzer.
The methodology adopted for each parameter is described in Table-6.
TABLE-6
ANALYTICAL TECHNIQUES FOR SOIL ANALYSIS
Parameter Method (ASTM number)
Grain size distribution Sieve analysis (D 422 – 63)
Textural classification Chart developed by Public Roads Administration
Infiltration capacity Infiltrometer
Bulk density Sand replacement, core cutter
Porosity Void ratio
Sodium absorption ratio Flame colourimetric (D 1428-82)
PH pH meter (D 1293-84)
Electrical conductivity Conductivity meter (D 1125-82)
Nitrogen Kjeldahl distillation (D 3590-84)
Phosphorus Molybdenum blue, colourimetric (D 515-82)
Potassium Flame photometric (D 1428-82)
Copper AAS (D 1688-84)
Iron AAS (D 1068-84)
Zinc AAS (D 1691-84)
Boron Surcumin, colourimetric (D 3082-79)
Chlorides Argentometric (D 512-81 Rev 85)
Fluorides Fusion followed by distillation and estimation by
Ion selective electrod.
1.5 Noise Levels
1.5.1 Method of Monitoring
Noise level monitoring was carried out continuously for 24-hours with one hour
interval starting at 0030 hrs to 0030 hrs next day. The noise levels were monitored
on working days only and Saturdays, Sundays and public holidays were not
monitored. During each hour Leq were directly computed by the instrument based
on the sound pressure levels. Lday (Ld), Lnight (Ln) and Ldn values were computed
using corresponding hourly Leq of day and night respectively. Monitoring was
carried out at ‘A’ response and fast mode.
Parameters Measured During Monitoring
For noise levels measured over a given period of time interval, it is possible to
describe important features of noise using statistical quantities. This is calculated
using the percent of the time certain noise levels exceeds the time interval. The
notation for the statistical quantities of noise levels is described below:
• Hourly Leq values have been computed by integrating sound level meter.
ANNEXURE-VII
METHODOLOGY ADOPTED FOR SAMPLING AND ANALYSIS
AVII-5
• Lday: As per the CPCB guidelines the day time limit is between 07:00 hours to
22.00 hours as outlined in Ministry of Environment and Forest Notification S.O.
123 (E) dated 14/02/2000.
• Lnight: As per the CPCB guidelines the night time limit is between 22:00 hours to
07.00 hours as outlined in Ministry of Environment and Forest Notification S.O.
123 (E) dated 14/02/2000.
A rating developed by Environmental Protection Agency, (US-EPA) for specification
of community noise from all the sources is the Day-Night Sound Level, (Ldn).
Ldn: It is similar to a 24 hr equivalent sound level except that during night time
period (10 PM to 07 AM) a 10 dB (A) weighting penalty is added to the
instantaneous sound level before computing the 24 hr average. This nighttime
penalty is added to account for the fact that noise during night when people usually
sleep is judged as more annoying than the same noise during the daytime.
The Ldn for a given location in a community may be calculated from the hourly Leq’s,
by the following equation.
24
]1010[
10
15
1
9
1
)10/10()10/(
∑ ∑= =
+
+
=i i
iLiL
dn
eqeq
LogL
Parameter PM10 PM2.5 SO2 Nox Hg Bap NH3 Pb Ni As Benzene
Unit µg/m3
µg/m3
µg/m3
µg/m3
µg/m3
ng/m3
µg/m3
ng/m3
ng/m3
ng/m3
µg/m3
Date I II III I II III
2015.01.16 62.3 43.3 18.0 21.7 203 211 197 4.4 6.5 5.5 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.17 60.4 43.8 18.5 22.0 193 200 186 5.3 6.8 6.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.23 61.6 44.0 18.3 22.3 198 207 191 4.9 7.1 5.5 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.24 66.0 43.3 18.7 21.2 202 219 193 4.7 6.7 4.2 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.27 62.6 43.8 18.4 21.1 191 219 188 5.2 6.8 6.6 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.28 65.1 44.6 18.0 22.6 196 219 191 4.8 6.9 6.3 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.06 61.3 44.1 18.5 22.3 193 218 188 4.7 7.1 4.3 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.07 60.0 43.9 19.0 23.1 203 217 197 5.8 6.8 5.4 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Min 60.0 43.3 18.0 21.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Max 66.0 44.6 19.0 23.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Avg 62.4 43.9 18.4 22.0 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
98th 65.9 44.5 19.0 23.0 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Parameter PM10 PM2.5 SO2 Nox Hg Bap NH3 Pb Ni As Benzene
Unit µg/m3
µg/m3
µg/m3
µg/m3
µg/m3
ng/m3
µg/m3
ng/m3
ng/m3
ng/m3
µg/m3
Date I II III I II III
2015.01.16 55.0 31.1 16.4 15.3 159 167 154 7.7 5.3 4.2 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.17 52.4 31.2 16.3 15.5 162 173 159 4.4 4.8 4.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.21 55.1 31.5 17.2 15.6 165 169 159 8.1 6.2 4.5 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.22 55.2 31.3 16.8 15.1 163 176 160 7.9 5.6 4.5 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.30 55.0 31.1 17.5 14.9 162 168 154 7.7 6.4 5.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.31 55.3 31.6 17.1 16.5 164 171 161 8.2 5.6 4.8 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.02 51.3 31.2 18.6 16.2 156 165 152 7.8 6.7 4.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.03 50.8 31.5 17.0 16.7 156 166 159 8.1 6.2 4.4 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Min 50.8 31.1 16.3 14.9 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Max 55.3 31.6 18.6 16.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Avg 53.8 31.3 17.1 15.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
98th 55.3 31.6 18.4 16.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Parameter PM10 PM2.5 SO2 Nox Hg Bap NH3 Pb Ni As Benzene
Unit µg/m3
µg/m3
µg/m3
µg/m3
µg/m3
ng/m3
µg/m3
ng/m3
ng/m3
ng/m3
µg/m3
Date I II III I II III
2015.01.16 48.1 24.8 17.8 25.8 158 172 153 5.5 6.6 5.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.17 49.5 25.2 18.1 26.7 156 162 153 3.9 4.5 3.8 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.21 47.6 25.0 17.6 25.9 163 170 150 4.6 5.1 4.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.22 47.9 25.8 17.8 26.2 158 167 156 5.7 6.2 5.5 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2011.01.30 47.6 24.9 18.0 26.6 154 178 154 6.3 6.6 6.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
µg/m3
µg/m3
152 4.1
176 8.2
163 6.0
175 8.2
AAQ 3
CO O3
AAQ 2
CO O3
µg/m3
µg/m3
219 7.1
201 5.8
219 7.1
AANEXURE-VIII - AMBIENT AIR QUALITY MONITORING
186 4.2
AAQ 1
CO O3
µg/m3
µg/m3
2015.01.31 52.6 24.6 17.6 25.9 165 175 158 5.3 5.8 5.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.02 49.6 25.3 17.7 25.7 167 176 156 5.6 6.8 6.2 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.03 47.6 25.1 17.8 26.3 155 171 154 6.3 7.2 5.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Min 47.6 24.6 17.6 25.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Max 52.6 25.8 18.1 26.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Avg 48.8 25.1 17.8 26.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
98th 52.2 25.7 18.1 26.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Parameter PM10 PM2.5 SO2 Nox Hg Bap NH3 Pb Ni As Benzene
Unit µg/m3
µg/m3
µg/m3
µg/m3
µg/m3
ng/m3
µg/m3
ng/m3
ng/m3
ng/m3
µg/m3
Date I II III I II III
2015.01.19 54.3 33.2 18.1 30.8 207 224 211 6.5 6.9 6.4 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.20 56.2 33.0 18.7 31.5 212 229 203 6.5 6.8 6.3 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.26 55.9 33.1 19.0 31.9 201 219 193 6.9 7.4 6.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.27 56.6 32.9 18.9 31.4 219 230 200 6.5 7.5 6.3 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.06 57.2 33.0 18.2 31.1 206 221 195 6.8 7.8 6.4 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.07 54.9 32.8 18.5 31.6 220 236 203 6.7 7.3 6.2 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.13 56.7 33.6 18.2 31.7 201 212 190 6.3 7.5 6.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.14 57.5 34.0 18.6 30.3 209 222 193 7.2 7.6 6.5 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Min 54.3 32.8 18.1 30.3 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Max 57.5 34.0 19.0 31.9 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Avg 56.2 33.2 18.5 31.3 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
98th 57.5 33.9 19.0 31.9 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Parameter PM10 PM2.5 SO2 Nox Hg Bap NH3 Pb Ni As Benzene
Unit µg/m3
µg/m3
µg/m3
µg/m3
µg/m3
ng/m3
µg/m3
ng/m3
ng/m3
ng/m3
µg/m3
Date I II III I II III
2015.01.19 55.6 39.8 14.2 29.3 186 206 178 4.3 7.2 4.6 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.20 55.3 40.2 13.7 29.8 175 205 181 5.2 6.8 4.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.26 56.0 40.1 14.6 29.4 175 194 186 5.6 7.2 5.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.27 55.5 39.9 14.5 29.2 192 209 173 6.2 6.8 4.8 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.06 56.2 40.5 15.3 30.0 178 195 174 6.4 6.9 5.2 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.07 56.6 40.7 14.5 29.5 173 188 183 4.8 6.6 4.4 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.13 55.5 40.1 15.6 30.3 204 211 200 5.2 6.5 4.3 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.14 56.0 40.6 15.1 29.9 200 208 185 6.1 7.3 5.5 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Min 55.3 39.8 13.7 29.2 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Max 56.6 40.7 15.6 30.3 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Avg 55.8 40.2 14.7 29.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
98th 56.5 40.7 15.6 30.3 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Parameter PM10 PM2.5 SO2 Nox Hg Bap NH3 Pb Ni As Benzene
173 4.3
211 7.3
190 5.7
210 7.3
AAQ 6
CO O3
µg/m3
µg/m3
190 6.1
236 7.8
211 6.8
233 7.7
AAQ5
CO O3
µg/m3
µg/m3
150 3.8
178 7.2
162 5.6
177 7.0
AAQ4
CO O3
Unit µg/m3
µg/m3
µg/m3
µg/m3
µg/m3
ng/m3
µg/m3
ng/m3
ng/m3
ng/m3
µg/m3
Date I II III I II III
2015.01.19 60.4 42.5 16.0 17.7 165 180 161 4.3 4.8 4.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.20 59.2 42.3 16.2 18.0 169 179 165 4.2 5.9 3.8 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.26 58.5 42.6 16.5 19.1 164 177 162 4.5 6.1 4.4 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.01.27 58.1 43.8 16.2 18.8 156 164 151 4.9 5.5 4.2 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.06 57.6 43.1 16.0 19.0 156 160 152 5.2 6.3 4.6 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.07 57.1 42.3 16.1 18.9 153 162 151 4.7 5.4 4.3 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.13 59.1 43.0 16.3 18.7 162 169 158 4.4 4.6 4.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
2015.02.14 58.6 43.3 16.0 19.0 156 167 153 4.9 5.2 4.5 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Min 57.1 42.3 16.0 17.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Max 60.4 43.8 16.5 19.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
Avg 58.6 42.9 16.2 18.7 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001
98th 60.2 43.7 16.5 19.1 <0.001 <0.01 20 <0.05 <0.1 <0.2 <0.001180 6.2
151 3.8
180 6.3
162 4.8
µg/m3
µg/m3
Sl.No. Tehsil LevelName of
Village
No.of
House
Holds
Total
Populati
on
Total
Male
Total
Female
Populati
on
Below 6
Age
group
SC
Populati
on
ST
Populati
on
Total
Literate
s
Male
Literate
s
Female
Literate
s
Total
Workers
Main
Workers
Margina
l
Workers
Non
Workers
1 Banaharapali Village Kirarama 215 902 493 409 115 88 635 632 376 256 363 298 65 539
2 Banaharapali Village Darlipali 139 564 296 268 79 146 378 397 233 164 168 127 41 396
3 Banaharapali Village Chharla 108 476 242 234 41 134 229 343 193 150 150 129 21 326
4 Banaharapali Village Basupali 135 496 261 235 47 101 161 352 204 148 174 79 95 322
5 Banaharapali Town Bandhbahal (CT) 2433 9735 5192 4543 1056 1171 1642 7861 4378 3483 3072 2864 208 6663
6 Brajarajnagar Village Kudopali 229 877 449 428 78 63 421 646 367 279 338 154 184 539
7 Brajarajnagar Village Charbhati 304 1219 631 588 132 320 137 854 474 380 503 413 90 716
Total 3563 14269 7564 6705 1548 2023 3603 11085 6225 4860 4768 4064 704 9501
3-5 km
8 Rengali Village Banjipali 49 236 117 119 26 21 114 184 95 89 107 63 44 129
9 Rengali Village Deopali 198 848 422 426 84 136 207 606 328 278 415 231 184 433
10 Lakhanpur Village Khuntmahul 1 3 1 2 0 0 0 1 1 0 0 0 0 3
11 Lakhanpur Village Khaliapali 89 417 213 204 45 24 193 293 163 130 118 98 20 299
12 Lakhanpur Village Karlajori 4 15 10 5 1 0 15 10 9 1 6 5 1 9
13 Banaharapali Village Gudiali 192 697 348 349 79 378 28 548 288 260 206 201 5 491
14 Banaharapali Village Khadam 355 1484 773 711 148 303 386 1151 640 511 561 388 173 923
15 Banaharapali Village Chharla 108 476 242 234 41 134 229 343 193 150 150 129 21 326
16 Banaharapali Village Sarandamal 499 2243 1209 1034 214 606 684 1601 941 660 739 476 263 1504
17 Banaharapali Village Dudulsingha 231 864 429 435 99 488 45 569 316 253 323 223 100 541
18 Banaharapali Village Badimal 107 432 224 208 39 197 96 282 176 106 149 135 14 283
19 Brajarajnagar Village Ainlapali 87 427 229 198 44 128 70 290 169 121 145 135 10 282
20 Brajarajnagar Village Katapali 152 659 342 317 49 19 322 437 254 183 195 114 81 464
21 Brajarajnagar Village Baliput 67 315 161 154 39 39 76 245 131 114 91 76 15 224
22 Badmal Village Hirma 1033 4369 2237 2132 510 1081 1799 2726 1578 1148 1773 1398 375 2596
23 Badmal Village Khait 64 262 131 131 27 164 64 172 109 63 111 76 35 151
24 Badmal Village Malda 291 1181 603 578 102 160 491 881 482 399 546 431 115 635
25 Badmal Village Rampur 267 1162 571 591 116 336 337 857 463 394 336 248 88 826
26 Badmal Village Dumermunda 93 398 202 196 38 134 172 293 168 125 193 133 60 205
3887 16488 8464 8024 1701 4348 5328 11489 6504 4985 6164 4560 1604 10324
27 Lakhanpur Village Soldia 134 610 301 309 50 60 453 423 238 185 169 138 31 441
28 Lakhanpur Village Tingismal 202 826 430 396 109 208 361 612 341 271 399 284 115 427
29 Lakhanpur Village Khairkuni 147 597 320 277 46 109 276 359 224 135 333 176 157 264
30 Lakhanpur Village Ubuda 294 1226 625 601 140 106 588 853 485 368 411 269 142 815
31 Lakhanpur Village Kusraloi 420 1848 927 921 187 43 1299 1159 661 498 887 465 422 961
32 Lakhanpur Village Remda 664 2857 1374 1483 280 266 1515 2039 1086 953 1463 787 676 1394
33 Lakhanpur Village Baragad 57 263 126 137 22 15 118 209 109 100 160 113 47 103
34 Lakhanpur Village Barihapali 147 736 364 372 89 34 449 392 228 164 405 131 274 331
35 Lakhanpur Village Sunari 311 1247 632 615 138 300 527 840 478 362 515 231 284 732
36 Lakhanpur Village Patrapali 77 328 157 171 44 72 187 230 113 117 137 7 130 191
37 Lakhanpur Village Kutripali 153 691 354 337 64 283 353 488 293 195 285 184 101 406
38 Lakhanpur Village Balanda 111 544 282 262 58 105 256 399 237 162 337 143 194 207
ANNEXURE-IX- DEMOGRAPHY
0-3 km
Total
5-10 km
Sl.No. Tehsil LevelName of
Village
No.of
House
Holds
Total
Populati
on
Total
Male
Total
Female
Populati
on
Below 6
Age
group
SC
Populati
on
ST
Populati
on
Total
Literate
s
Male
Literate
s
Female
Literate
s
Total
Workers
Main
Workers
Margina
l
Workers
Non
Workers
39 Lakhanpur Village Girindola 363 1654 830 824 203 431 757 967 513 454 904 673 231 750
40 Lakhanpur Village Chaurimahul 107 456 234 222 71 4 282 228 143 85 187 129 58 269
41 Lakhanpur Village Banjari 203 1112 543 569 111 156 683 842 442 400 322 163 159 790
42 Lakhanpur Village Bartap 239 911 470 441 98 63 498 617 368 249 360 324 36 551
43 Lakhanpur Village Kudaloi 738 3374 1660 1714 392 472 1897 2256 1229 1027 1343 924 419 2031
44 Lakhanpur Village Lakhanpur 743 3212 1613 1599 272 331 1509 2273 1292 981 1515 859 656 1697
45 Brajarajnagar Town Brajarajnagar 973 4304 2269 2035 431 1083 601 3242 1837 1405 1299 1108 191 3005
46 Jharsuguda Village Budhipadar 275 1255 622 633 133 145 538 926 495 431 485 379 106 770
47 Jharsuguda Village Jamera 444 1906 947 959 217 705 505 1389 753 636 681 247 434 1225
48 Jharsuguda Village Jamuapali 166 611 303 308 54 326 105 438 256 182 283 122 161 328
49 Jharsuguda Village Singhabaga 291 1272 641 631 138 369 236 981 524 457 455 386 69 817
50 Jharsuguda Village Dalki 229 924 479 445 95 252 295 623 372 251 503 482 21 421
51 Jharsuguda Village Purna 109 433 223 210 44 14 279 307 183 124 249 220 29 184
52 Jharsuguda Village Kumudapali 140 547 279 268 74 125 188 375 218 157 200 154 46 347
53 Badmal Village Tarekela 160 682 346 336 71 136 223 499 276 223 232 195 37 450
54 Badmal Village Kumbhari 141 604 307 297 70 95 224 366 207 159 290 204 86 314
55 Badmal Village Luhurenkach har 27 82 38 44 18 20 54 9 8 1 49 0 49 33
56 Badmal Village Tumbela
(Tumbekela)
116 453 235 218 48 160 123 305 171 134 153 62 91 300
57 Badmal Village Kherual 144 622 359 263 62 75 78 470 302 168 283 185 98 339
58 Badmal Village Bhagipali 67 261 125 136 38 78 123 167 89 78 97 94 3 164
59 Badmal Village Sripura 524 1974 1030 944 221 634 635 1384 793 591 662 365 297 1312
60 Banaharapali Village Pipilikani 524 2247 1111 1136 202 513 711 1621 854 767 1023 932 91 1224
61 Banaharapali Village Kumbharban dh 433 1791 867 924 155 382 902 1243 682 561 726 234 492 1065
62 Banaharapali Village Rengali 237 983 519 464 120 125 656 630 373 257 443 266 177 540
63 Banaharapali Village Telenpali 414 1798 933 865 188 280 401 1358 763 595 654 399 255 1144
64 Banaharapali Village Sahajbahal 312 1285 621 664 166 417 650 755 428 327 467 326 141 818
65 Banaharapali Village Banaharapali 833 3147 1611 1536 319 650 632 2404 1331 1073 988 907 81 2159
66 Banaharapali Village Nua adhapada 382 1519 768 751 154 408 217 1115 612 503 621 317 304 898
67 Banaharapali Village Chhadarma 72 324 168 156 25 49 254 232 144 88 96 64 32 228
68 Banaharapali Village Tilia 409 1734 887 847 139 457 648 1369 768 601 832 499 333 902
69 Banaharapali Village Bhatli 21 91 44 47 17 29 42 58 31 27 45 37 8 46
70 Belpahar Village Ujalpur 154 644 288 356 138 9 607 264 166 98 287 153 134 357
71 Belpahar Village Ulap 57 237 125 112 24 19 8 157 90 67 129 104 25 108
72 Belpahar Village Liakhai 108 488 244 244 76 17 322 287 166 121 301 262 39 187
73 Belpahar Village Pipilimal 535 2275 1142 1133 275 342 829 1480 838 642 814 629 185 1461
74 Belpahar Town Belpahar (M) 8821 38993 20299 18694 4594 4673 8719 28473 16038 12435 13848 12252 1596 25145
22228 95978 49072 46906 10680 15645 31813 68113 38248 29865 37327 27584 9743 58651
29678 126735 65100 61635 13929 22016 40744 90687 50977 39710 48259 36208 12051 78476
Source: Primary census abstract 2011, District Jharsuguda, Odisha
Total
Grand total
ANNEXURE-X
INFRASTRCTURE DETAILS
AX-1
Sr.No CODE VILLAGE EDUCATION MEDICAL WATER POST/PHONE COMMUNICATION BANK ROAD POWER
0-3KM
1 132400 Kirarama P NA W,TK,HP PH NA PR,MR,FP ED
2 132300 Darlipali P NA W,TK,HP PH NA NA MR,FP ED
3 133000 Chharla P NA W,TK,HP PH NA NA MR,FP ED
4 133300 Basupali P,M NA W,TK,HP PH NA NA PR,MR,FP ED
5 132900 Bandhbahal P,M, S NA W,TK,HP PH BS CMB PR,MR,FP ED
6 138300 Kudopali P,M, S PHS W,TK,HP PO,PH NA NA PR,MR,FP ED
7 137100 Charbhati P NA W,TK,HP,R PH NA NA PR,MR,FP EA
3-5KM
8 122500 Banjipali P NA W,TK,HP PH NA NA MR,FP ED
9 121200 Deopali P NA W,TK,HP PH NA NA MR,FP EA
10 130100 Khuntmahul NA NA W,HP PH NA NA MR,FP ED
11 129900 Khaliapali P NA W,TK,HP NA NA NA MR,FP ED
12 130000 Karlajori P NA W,TK,HP PH NA NA MR,FP ED
13 132500 Gudiali P,M, S NA W,TK,HP PO,PH NA NA MR,FP ED
14 133100 Khadam P NA W,TK,HP NA BS NA MR,FP ED
15 133000 Chharla P NA W,TK,HP PH NA NA MR,FP ED
16 132800 Sarandamal P(3),M,S PHS W,TK,HP PO,PH BS NA MR,FP ED
17 132600 Dudulsingha P NA W,TK,HP PH NA NA MR,FP ED
18 132700 Badimal P NA W,TK,HP PH NA NA MR,FP ED
19 138500 Ainlapali P,M NA W,TK,HP PH NA NA PR,MR,FP ED
20 138600 Katapali P NA W,TK,HP NA NA NA PR,MR,FP ED
21 138700 Baliput NA NA W,HP PH NA NA PR,MR,FP ED
22 141100 Hirma P,M, S PHS W,TK,HP PO,PH NA NA MR,FP EA
23 141200 Khait P NA W,HP NA NA NA MR,FP ED
24 141300 Malda P DU W,HP PH NW NA PR,MR,FP EA
25 141400 Rampur P,M, S NA W,HP PH NW NA PR,MR,FP EA
26 141500 Dumermunda P NA W,HP NA NA NA EA
5-10KM
27 129800 Soldia P NA W,TK,HP PH NA NA MR,FP ED
28 130200 Tingismal P NA W,TK,HP PH NA NA MR,FP ED
29 130300 Khairkuni P.M NA W,TK,HP PH NA NA MR,FP ED
30 130500 Ubuda P,M NA W,TK,HP PH NA NA MR,FP ED
ANNEXURE-X
INFRASTRCTURE DETAILS
AX-2
31 130600 Kusraloi P(2) PHS W,TK,HP PH BS NA PR,MR,FP ED
32 131500 Remda P(2) PHS W,TK,HP PO,PH BS NA PR,MR,FP ED
33 131700 Baragad P NA W,TK,HP PH NA NA MR,FP ED
34 130800 Barihapali P NA W,TK,HP NA NA NA MR,FP ED
35 130900 Sunari P NA W,TK,HP PH BS NA MR,FP ED
36 131000 Patrapali P NA HP PH NA NA MR,FP ED
37 131100 Kutripali P NA W,TK,HP,R NA NA NA MR,FP ED
38 131200 Balanda P NA W,TK,HP PH NA NA MR,FP ED
39 128500 Girindola P NA W,TK,HP PH NA NA MR,FP ED
40 128600 Chaurimahul P NA W,TK PH NA NA MR,FP ED
41 128700 Banjari P PHS W,TK,HP PO,PH NA NA MR,FP ED
42 128800 Bartap P NA W,TK,HP PH NA NA MR,FP ED
43 128900 Kudaloi P NA W,TK,HP PH BS NA PR ED
44 129000 Lakhanpur P(5) MCW,HC,FWC,TBC W,TK,HP PH BS NA PR,MR,FP ED,EAG
45 139700 Budhipadar P,M, S NA W,TK,HP PH BS NA PR,MR,FP EA
46 139900 Jamuapali P NA W,TK,HP NA RS NA MR,FP EA
47 140000 Singhabaga P(2) NA W,TK,HP PH NA NA MR,FP EA
48 140100 Pandripathar P NA W,HP NA NA NA PR,MR,FP EA
49 140200 Dalki P,M, S PHS W,TK,HP PH NA NA PR,MR,FP EA
50 140300 Purna P,M NA W,TK,HP PH BS NA PR,MR,FP EA
51 140400 Kumudapali P NA W,TK,HP PH NA NA MR,FP EA
52 142000 Tarekela P NA W,HP NA NA NA MR,FP EA
53 141800 Kumbhari P NA W,TK,HP PH NA NA PR,MR,FP EA
54 142100 Tumbela(Tumbekela) P NA T,HP NA NA NA MR,FP EA
55 141900 Luhurenkachhar NA NA TK,O NA NA NA FP NA
56 142200 Kherual P NA W,TK,HP,R PH BS NA PR,MR,FP EA
57 142300 Bhagipali P NA W,TK,HP NA NA NA MR,FP EA
58 142400 Sripura P PHC,PHS W,TK,HP PO,PH BS NA PR,MR,FP ED
59 133400 Pipilikani P NA W,TK,HP PH NA NA MR,FP ED
60 133900 Kumbharbandh P(2),M,S,SS,C PHC,PHS,TBC W,TK,HP PO,PH BS CMB PR,MR,FP ED
61 134000 Rengali P NA W,TK,HP PH BS NA PR,MR,FP ED
62 134200 Telenpali P NA W,TK,HP PH BS NA PR,MR,FP ED
63 134600 Sahajbahal P NA W,TK,HP PH BS NA PR,MR,FP ED
64 134400 Banaharapali P,M, S HA(2),MCW(2),CWC(2),FWC(2
) W,TK,HP PO,PH BS COB PR,MR,FP ED
65 134300 Nuaadhapada P,M, S,SS,C PHC W,TK,HP PO,PH BS CMB PR,MR,FP ED
66 134500 Chhadarma P NA W,TK,HP PH NA NA MR,FP NA
ANNEXURE-X
INFRASTRCTURE DETAILS
AX-3
67 134900 Tilia P,M, S PHS W,TK,HP PO,PH BS NA PR,MR,FP ED
68 135000 Bhatli NA NA W,TK PH NA NA PR,MR,FP NA
69 131900 Ujalpur P PHS W.TK PH NA NA MR,FP ED
70 132000 Ulap P NA W.TK PH NA NA MR,FP ED
71 132100 Liakhai P NA W.TK PH NA NA MR,FP ED
72 132200 Pipilimal P,M, S NA W.TK PH BS NA PR ED
AnnexureV–InfrastructureDetails I-4
Abbreviations
EDUCATION WATER
P PRIMARY SCHOOL T TAP
M MIDDLE SCHOOL W WELL
S SECONDARY SCHOOL TK TANK
SSC SENIOR SECONDARY
SCHOOL TW TUBEWELL
C COLLEGE HP HANDPUMP
IND_SCH INDUSTRIAL SCHOOL COMMNICATION
MEDICAL PO POST OFFICE
D HOSPITAL PH PHONE
HA AYURVEDIC HOSPITAL TRANSPORTATION
HU UNANI HOSPITAL BS BUS
DA ALLOPATHIC DISPENSERY RS RAILWAY STATION
DU DISPENSARYUNANI NW NAVIGABLE WATER WAY
DH DISPENSARYHOMEOPATHIC ROAD
PH PRIMARY HEALTH CENTRE PR PAVEDR OAD
PHS PRIMARYHEALTHSUBCENTRE MR MUDROAD
FWC FAMILY WELFARE CENTRE FP FOOTPATH
TBC TBCLINIC POWER
N NURSING HOME ED ELECTRICITYFORDOMESTICPURPOSE
CHW COMMUNITY HEALTH
WORKER EAG
ELECTRICITY FOR AGRICULTURE
PURPOSE
O OTHER CENTRE EA ELECTRICITY FOR ALL PURPOSE
AnnexureV–InfrastructureDetails I-4