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DOCUMENT
FOR
PUBLIC HEARING
OF
MINI BLAST FURNACE PROJECT
M/S JIWANLAL JAIN
AT VILLAGE- NATHIYA NAWAGAON
DISTT. : KANKAR
STATE : CHHATTISGARH
PROPONENT
JIWANLAL JAIN
LODHA NIWAS
BASTAR ROAD DHAMTARI 493 773
STATE CHHATTISGARH
FEBRUARY 2008
C O N T E N T S
Sr.
No.
Particulars Page No.
1. Executive summary of Environmental for
Public hearing in English
2. Executive summary of Environmental for
Public hearing in Hindi
3. Annexures of above documents
4. Consent application under Air Act 1981,
Water Act 1974 & hazardous waste (M &
H) Rules 1989 As amended in 2003
EXECUTIVE SUMMARY
Introduction :
Shri Jiwanlal Jain, proprietor, is presently operating. Iron ore mines /
transportation / civil construction works etc.
To meet the enlarged demand of pig iron M/s Jiwanlal Jain has decided to
establish a mini blast furnace plant of 42,000 tons per annum capacity.
Indian steel making capacity comprises of output from both integrated and
mini steel plants. However, in the recent years, mini blast furnace is
commonly known as pig iron playing leading role in India being substitute
of melting scrap for electric/induction furnace. The mini blast furnace
technology based on coke make it viable alternative for processing a wide
range of iron ores with coke. In respect of high-grade iron ore deposits these
are well spread over the country.
The problems facing the mini steel industry are mainly scrap availability,
high cost power, escalating cost of the inputs etc. Under various
circumstances, it is natural to think of captive blast furnace units to cater to
the individual mini steel plant.
It is easy to exploit a production unit of this nature to its full potential. It is
also easy to incorporate energy saving techniques in stages without much
financial outlay. Particular emphasis has been laid on the technical and
technological aspects and profitability of operation of this unit.
.. 1 ..
BLAST FURNACE PROJECT – AT A GLANCE
Product PIG IRON
End-user Steel Industry
Capacity 42,000 tons per annum
Process Type BLAST FURNACE
Location VILL NATHIYA NAWAGOAN DIST
KANKER– (C.G.)
Implementation period 08 months
Total Plant Area 3.04 ha land
Raw Material Through
Rail/ Transport
Iron Ore from Kanker / NMDC Bailadila,
imported coke /own iron ore mine at
Barbaspur.
Consumption of Raw Material
(P.A)
(TPA)
1. IRON ORE 67200
2. COKE 29400
3. QUARTIZITE 1470
4. MANGANESE 19800
5. LIMESTONE 6300
6. DOLOMITE 6300
Manpower Requirement 60
Power Requirement 1250 KW Installed
Capital Cost Rs. 2000.00 lakhs
Debt – Equity Ratio 2 : 1
Term Loan from Commercial Bank Rs. 1400 lakhs
Equity Rs. 600 lakhs
Average Sales Rs. 6893 lakhs per annum
Net Profit before tax Rs. 603 lakhs per annum
.. 2 ..
Selection of site
Selection of suitable site for the proposed Blast furnace Plant is governed by
following factors:
• Proximity to raw materials
• Proximity to consuming centers
• Availability of infrastructure facilities like land, power, water,
communication etc.
M/s Jiwanlal Jain propose to use iron ores from Kanker region, imported and
Indian coke, limestone, dolomite and manganese from the local market. All
the raw materials viz., iron ore and coke, limestone, dolomite, manganese
etc. are available in reasonable proximity distance and the place of the site is
well connected by road and rail to the raw material sources. Kanker district
is one of the industrially backward in Chattisgarh. Various Govt incentives
are ailable for industry coming up in industrially backward state like
Chattisgarh. The Proposed unit will be first in its kind in Chattisgarh and in
Kanker district. Keeping above in view the proposed site would be an ideal
location for setting of proposed blast furnace plant. Location is shown in
Figure 1.
.. 3 ..
FIGURE 1
LOCATION OF THE PLANT
.. 4 ..
PROJECT SITE
Manufacturing Process
The proposed plant will produce pig iron in a conventional blast furnace as being
employed in all the integrated steel plants like Bhilai, Bokaro, Rourkela, Kalinga iron
etc. Granulated slag is a by-product from this plant, which is gainfully sold to cement
plant for cement making.
In the blast furnace iron making process, weighed quantities of lump iron ore, coke,
limestone, dolomite, manganese ore and quartzite are charged from the top at
predetermined rate. Hot air blast at 10000C (preheated in stoves) is blown into the
furnace from the bottom through Bnos nozzles (tuyeres) equally spaced around the
furnace. The hot coke reaching at this level from the top reacts with O2 of hot air and
generates heat and carbon mono-oxide. The gas thus generated rises upwards and
reacts with iron oxide of iron ore and form iron which melts in the lower zone and
collects in the lowest part called hearth. The SiO2 and Al2O3 of iron ore and coke ash
combine with CaO and MgO of limestone and dolomite to form slag which becomes
molten at lower part and floats on the top of metal bath. Mn ore is added to control
sulphur in metal. Quartzite is added to maintain requisite composition of Al2O3 in the
slag. Molten metal and slag are tapped out periodically. Molten metal is casted in pig
casting machine to form solid pig iron which is sold. Water is sprayed on the machine
for cooling. Return water is collected and after make-up, it is re-circulated for cooling
by two pumps (1W + 1R) of 65 m3/hr employed for Pre Casting Machine (PCM)
cooling.
.. 5 ..
Slag granulation unit is located adjoining the furnace. High-pressure water is sprayed
across the flow of liquid slag thus solidifying and granulating the slag. The slag-water
mix falls in a tank from where the slag settles and water flows to the adjoining tank
containing clarified water. Requisite make up water is added in this tank and water is
pumped back for granulation. Two pumps of 210 m3/hr (55KW), one working and
one reserve are employed for the system. The granulated slag is scooped by grab
from the 1st tank and loaded in the trucks for dispatch.
Blast furnace is cooled by water spray. Spray water is supplied by 350 m3/hr pump
(1W + 1R) of 55 KW each located in a pump house. Water after cooling collects in
the channel led to a underground tanks. Overflow of this tank is collected in the
adjoining tank which has the suction of the pumps. Make up water is added in the
suction tanks and re-circulated in the system.
The blast furnace charging system, with two bells operating in sequence ensure gas
fight-ness and does not allow any leakage of gas from furnace to the atmosphere.
The gases from the furnace are fed to a dust catcher where coarser particle of dust get
separated. The dust from dust catcher is withdrawn periodically through a dust valve
and disposed off (later to be used in sinter making). The semi-cleaned gas from dust
catcher is led to a gas cleaning plant constituting a two stage venturi scrubber and a
moister separator. Two pumps (1W+1R) of 90 m3/hr each (10 KW) are provided for
supply of water to the above gas cleaning plant. The clean water overflows the
clarifier and after adding make up water is pumped back in the system.
.. 6 ..
The thick sludge from the bottom of the clarifier is pumped to a concrete bed 10 m x
20 m. The bed is in two parts i.e. 5 m x 20 m each and is provided with a slope. At
any time, one bed is in use and the other is in reclamation of sludge. At the end of bed
is provided a gravel screen which allows clear water to be collected in the basin
below. The soldiered sludge is reclaimed and dumped in a specified location within
the premises for later use in sintering.
The cleaned gas from cleaning plant is used in stoves where the gas is burnt and the
heat is utilized for pre heating of air to 10000C.The product of combustion after pre
heating the air passes to atmosphere through a 30 m high chimney. Any surplus gas is
burnt in a surplus gas burner at 30 m high support structure using LPG for flame
stabilization.
All above systems are convectional and will be adopted in the proposed mini blast
furnace. Process flow chart is shown in Figure 2 and plan layout is given in
Figure 3.
.. 7 ..
FIGURE 2
PROCESS FLOWCHART
.. 8 ..
FIGURE 3
PLAN LAYOUT
.. 9 ..
Baseline environmental quality
Baseline environmental quality in core and buffer zones was verified in order to
facilitate assessment of degree of alterations / impacts due to proposed Mini Blast
Furnace and has been described in this chapter. Environmental quality is normally
described in terms of (i) ambient air quality in core and buffer zones, (ii) water
environment, (iii) present land use, (iv) fauna and flora in the region and (v) social &
economic status of the area.
Ambient air quality monitoring
Air quality prevailing in core and buffer zones is dependent on (a) micrometeorology
particularly the wind direction and speed, (b) types and emissions from mobile and
fugitive sources. A survey of the area has shown that there are no stationary sources.
Mobile sources are the trucks/tippers carrying iron ore from adjoining mining areas.
Fugitive sources are roads on which vehicles move. Air quality monitoring stations
were selected as per the prevailing wind directions. Ambient air quality at these
stations was monitored during Nov 2007 to January 2008 as per CPCB norms.
Ambient air quality data is given Annexure 1.
Air sampling stations are described below :
SAMPLING
CODE
SAMPLING STATIONS DIRECTION DISTANCE
(km)
A1 Proposed Site -- --
A2 Village Nathiya Nawagaon N 3.0
A3 Village Bagodar ENE 3.5
A4 Village Makri Singari SE 3.0
A5 Village Makrikhuna S 2.0
A6 Village Matwada SSW 3.5
A7 Village Maladobari WSW 3.5
A8 Village Pandarwahi WNW 2.5
.. 10 ..
Wind pattern at the site during monitoring period is depicted as a 16-point wind rose
in Figure 5.
FIGURE 5
.. 11 ..
WIND ROSE AS RECORDED DURING MONITORING PERIOD
OF AAQ
Air emissions
Emissions will be as under
a) Gas volume 19,000 Nm3 / d
b) Pressure 20 – 50 K pa
c) Temperature 100 – 250 0C, max. 400
0C
Control
a) Gravity dust catcher
b) Bag type gas cleaning plant (GCP)
Noise levels:
There is no precise source of noise at the proposed site. The only source of noise is
the vehicular movement on the nearest NH 43. During the operation of the proposed
mini blast furnace the noise levels will not exceed 90 dBA and workers will be
protected by using ear plug. Also control and recreation room will be provided in
front of BF with sound proof doors & windows.
Water Quality:
Eight ground and surface water samples were collected for physic-chemical analysis.
Samples collected for metal content were acidified (1ml HNO3). Sample for
bacteriological analysis were collected in sterilized glass bottles. Parameters analyzed
at the site are pH, temperature, odour, turbidity and dissolved oxygen. Physico-
chemical and bacteriological parameters in respect of the surface water and
groundwater are given Annexure 2.
.. 12 ..
Water requirement:
m3/day
� Blast furnace cooling 8400
� Pig casting machine 1560
� Granulation unit 5040
� Gas scrubbing 2160
� Make up water 10,000
� Losses 7,160
Wastewater generation will be occasional and it will be used for plantation.
Domestic water consumption 1.5
Discharge to septic tank followed by soak pit 1.2
.. 13 ..
Soil Characteristics
Soil samples were collected from the proposed site and its characteristics are given
below :
Proposed site soil sample Sr.
No.
Parameters Unit
0-30
cm
30-60
cm
60-90
cm
I PHYSICAL PROPERTIES
Particle Size Distribution
Gravel % 92 93 93
Sand % 58 54 51
Silt % 26 33 37
1.
Clay % 16 13 12
2. Texture Sandy
loam
Sandy
loam
Sandy
loam
3. Bulk density g/cm3 1.4 1.5 1.5
4. Permeability mm/hr 36.5 34.8 30.5
5. Available water retention
capacity
i. 1/3 bar
ii. 15 bar
%
%
30.2
14.7
32.7
15.8
33.8
16.2
II CHEMICAL PROPERTIES
1. pH 6.8 6.4 6.1
2. Elect. Conductivity mS/cm 0.23 0.20 0.18
3. CEC meq/100g 25.3 27.8 28.6
4. Exchangeable (Ca+Mg) meq/100g 15.7 17.9 17.4
5. Exchangeable (K) meq/100g 1.56 1.64 1.8
6. Organic Carbon % 1.29 1.26 1.25
7. Available Nitrogen kg/ha 155 146 140
8. Available Phosphorus kg/ha 3.1 3.9 4.2
9. Available Potassium kg/ha 338 400 442
.. 14 ..
Land use:
Total project area is 3.04 ha. Out of which only 0.8 ha area is required for the mini
blast furnace. The detailed land use pattern is given in following table:
Utilities Area (ha)
Plant area 0.8
Raw material yard 0.5
Finish goods 0.4
Internal roads 0.3
Green Belt 1.04
Total 3.04
Socio-economics:
Total population in the core and buffer zone is 34652 souls. The schematic
representation of population is given below:
..15 ..
Employment will be given to 60 local persons to be engaged in productive activity.
Environmental Impact and management
Sr.
No.
Emissions Quantity Control/ Disposal
1. Air Gas volume 19000 Nm3/day
(PM will be ≤ 10 mg/Nm3,
SO2 ≤ 5 mg/Nm3)
(Cleaned gas is reused for
heating)
• Dust catcher
• Bag type GCP (gas cleaning
plant)
• Venturi scrubber
• Cyclonic moisture separator.
2. Liquid
waste
Occasional since zero
discharge has been provided • Use for plantation
3. Solid
waste
Nil since all material from
scrubbers and blast furnace
will be sold.
• For sinter and cement.
4. Noise Will not exceed 90 dBA in
furnace house . Noise levels
will not be more than 75 dBA
beyond the plant limit.
• Personal protection equipment
will be provided.
• Control and worker recreation
room in front of BF will be
equipped with sound proof
doors & windows.
5. Socio-
economic
aspects
Employment to 60 local
persons to be engaged in
production activity.
• Gradual industrialization at
small scale will improve QOL
(quality of life)
.. 16 ..
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20
FIGURE 1111
LOCATION OF THE PLANT
21
PROJECT SITE
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22
FIGURE 2 2 2 2
PROCESS FLOWCHART, 23
FIGURE 3 3 3 3
PLAN LAYOUT
24
i;kZoj.kh; vk/kkjHkwr fLFkfr ok;q i;kZoj.k %& 1- lw{e ekSle lacaf/kr vkadM+s] 24 ?kaVs rd gok dh xrh] gok dh fn”kk]vknzrk o’kkZ vkSj rkieku ,df=r fd;s x;s gSa A rFkk 8 LFkkuksa ij ifjos”kh; ok;q xq.koRrk dh tkap dh xbZ gSa aA 2- ”khr _rq ds vf/kdka”k fnuksa esa gok 3-6 ls 7-2 fdyksehVj izfr ?kaVk jgh gS A 3- v/;;u {ks= esa okLrfod vkSlr o’kkZ 1510 ,e-,e- vkSj vkSlr ekSleh o’kkZ 1240 ,e-,e-ukih xbZ gS A 4- ok;q esa fuyafcr Bksl inkFkZ ¼ ½ vkj-,l-ih-,e ¼ ½ SO2, Nox dh lkanzrk (ug/m3)dze”k% 81&123]56-6&82-2]4-8&6-7 ,oa 6-7& ls 8-4 gS A mDr ewY; dsUnzh; iznw’k.k fu;a=.k cksMZ }kjk crk,s x;s ekud ls dkQh de gS A 5- ,l-ih-,e- esa ik;s tkus okys gSoh esVy lh-ih-lh-ch- vkSj fo”o LokLF; laxaBu ds ekud dkQh de gS A Air Emission A Gas Volume - 19000Nm3/d B Pressure - 20 to 50Kpa C Temparature - 100-250 deg centigrade max 400 deg centigrade
Control A Gravity Dust Catcher B Bag Type Gas cleaning Plant /ofu i;kZoj.k 1- v/;;u {ks= esa 8 ijos”kh /ofu dh tkap dh xbZ A 2- jgoklh {ks=ksa rFkk laosnu”khy {ks=ksa esa /ofu dk Lrj 36-51 vkSj 37-45Msflcy ds chp jgkA
25
tyh; i;kZoj.k 1-ikuh ds xq.koRrk ds vkadyu gsrq ikuh ds uewus 8 LFkuksa ls yh xbZ ftlesa 2 uewus lrgh ty vkSj 6 gSaM iaiksa rFkk dqvksa ls yh xbZ A ikuh ds bu uewuksa dk fQftdks dsfedy] cSDVhfj;ksykftdy vkSj ck;ksykftdy xq.koRrk dh tkWap dh xbZ a 2- lrgh vkSj Hkwry ty ds fQftdks dsfedy ewY; lHkh uewuksa ds ewY; ekud Lrj ls de ik;s x;s gS A ikuh dh mi;ksfxrk & 1- CykLV Qjusl dwfyax & 8400 cum/d 2- fix dkfLVax e”khu & 1560 cum/d 3- xzsuqys”ku ;wfuV & 5040 cum/d 4- xsl Ldzfcax & 2160 cum/d 5- esdi okVj & 10000 cum/d 6- yklsl & 7160 cum/d 7- ?kjsyw mi;ksx & 1-5 cum/d 8- lsfIVd VSad esa fMLpktZ & 1-2 cum/d Hkwfe dk i;kZoj.k &
1- v/;;u {ks= ls uewus fy,s x;s ,oa mudk fo”ys’k.k HkkSfrd & jlk;fud fLFkfr iqf’Vdj fLFkfr ]otuh /kkrq ,oa lw{e tSfod fLFkfr gsrq fd;k x;k A
2- feV~Vh dh lajpuk nqeV ls fpduh nqeV]cYd ?kuRo 1-4&1-5 g/m3 fNfnzyrk
30-5&36-5 izfr”kr ikuh Fkkeus dh {kerk 14-7 ,oa 33-8 izfr”kr A
3- lkekU; feV~Vh & lkekU; {kkj ls gYdk vEyh; feV~Vh (pH 6.1-6.8)28.6 meg/100g.
4- iqf’Vdj fLFkfr % la?kfVr dkcZu & e/;e fo”ks’krk (1.25-1.29%)laiw.kZ
ukbVªkstu (140-155kg/ha)QkLQksjl (3.1-4.2kg/ha),oa iksVsf”k;e (338-442kg/ha)
26
lkekftd ,oa vkfFkZd i;kZoj.k v/;;u {ks= dk tu lkaf[;dh <kapk tula[;k & 34253 Male16985-49.39 % Female 17264 50. 41% vuwlwfpr tkfr & 5.25% - vuwlwfpr tutkfr 51.37% izkstsDV {ks= ,oa mlds vklikl esa jgus okys vkfnokfl;ks dh tula[;k jk’Vªh; vkSlr ls vf/kd gS A vkfFkZd fo”ks”krk % df̀’k eq[; O;olk;] ou mRiknksa dk laxzg.k ,oa ou mRikn ij fuHkZj A LokLFk fLFkfr & dqiks’k.k ]vuqi;qDr LoPNrk A lkaLd`frd ,oa lkSna;Zcks/kh fo”ks”k’krk% vkfnoklh fof/k& fo/kku ,oa R;ksgkj lkekftd ,oa vkfFkZd losZ T;knkrj yksxksa dks bl izkstsDV ds ckjs esa tkudkjh ugah gS A dkadsj esa gh ydM+h ]feV~Vh rsy ,oa ,y-ih-th- xSl miyC/k gS A Hkwfe mi;ksfxrk % ifj;kstuk esa dqy Hkwfe dk mi;ksx 3-04 gsDVs;j gS foLrr̀ Hkwfe mi;ksx tkudkjh uhps n”kkZbZ xbZ gS A mi;ksx {ks=Qy ¼gsDVs-½ la;a= 0-8 dPpkeky j[kko 0-5 rS;kj eky 0-4 okfudh 1-04 jkLrk ¼?kjsyw½ 0-3 dqy 3-04
27
Ik;kZoj.k izHkko ,oa vkadyu ,oa izca/ku dzekad izHkko vkadyu Izkac/ku 1- gok 19000 Nm3/d
(pm<10mg/nm3) (so2 <5mg/nm3) lkQ gok dks okil mi;ksx esa fy;k tk;sxk
MLV dspj cSx Vkbi xSl Dyhfuax IykaV osupqjh Ldzcj
2- ikuh thjks fMLpktZ okfudh dk;Z esa mi;ksx fd;k tk;sxk
3- lksfyM osLV
lEiw.kZ eky dh fczdh dh tkrh gS lhesaV m|ksx dks
4- /ofu 90 dBA ls de IykaV ds vanj ,oa 75 dBA A ls de IykaV ds ckgj
dkexkjksa dks ilZuy izksVsD”ku bDohieasV¼bZ;j Iyx ½ fn;k tk;sxk
5- lkekftd ,oa vkfFkZd
60 yksxksa dks jkstxkj dk volj vkS|ksfxd dj.k ls jkstxkj feyus ij /khjs&/khjs thou Lrj esa lq/kkj
28
A
N
N
E
X
U
R
E
S
ANNEXURE 1
AMBIENT AIR QUALITY DATA
A1 – Proposed site
SPM RPM SO2 NOx Week Date
µg/m3 µg/m
3 µg/m
3 µg/m
3
01-11-07 95.3 57.4 6.3 7.5 W1
05-11-07 122.1 67.2 6.4 8.0
08-11-07 118.3 69.9 5.8 7.6 W2
12-11-07 92.7 57.7 6.7 7.3
15-11-07 88.9 57.5 6.1 7.5 W3
19-11-07 119.7 72.8 6.0 7.8
22-11-07 116.3 82.2 5.9 8.4 W4
26-11-07 90.7 66.5 4.8 6.8
29-11-07 95.3 59.5 6.2 7.2 W5
03-12-07 81.0 62.6 6.4 7.5
06-12-07 99.5 56.6 6.7 6.9 W6
10-12-07 89.2 62.6 6.2 7.6
13-12-07 101.5 59.6 5.8 8.1 W7
17-12-07 117.1 58.5 6.0 7.8
20-12-07 104.2 61.3 5.9 7.2 W8
24-12-07 89.0 68.6 6.3 8.1
27-12-07 121.8 62.1 5.3 7.5 W9
31-12-07 95.6 58.3 6.1 7.3
03-01-08 103.1 78.5 4.8 7.6 W10
07-01-08 125.5 63.3 5.3 8.2
10-01-08 116.7 60.3 5.8 7.8 W11
14-01-08 91.2 75.3 6.4 6.7
17-01-08 119.5 77.5 6.2 7.4 W12
21-01-08 95.6 59.0 4.9 8.2
24-01-08 96.2 75.5 5.5 7.6 W13
28-01-08 108.8 59.3 6.2 7.9
Minimum 81.0 56.6 4.8 6.7
Maximum
125.5 82.2 6.7 8.4
Average 102.8 65.0 5.9 7.6
98 Percentile 123.8 80.4 6.7 8.3
.. 30..
ANNEX. 1 : CONTD
A2 – Nathiya Nawagaon
SPM RPM SO2 NOx Week Date
µg/m3 µg/m
3 µg/m
3 µg/m
3
01-11-07 91.5 61.3 5.8 6.8 W1
05-11-07 107.1 68.6 6.0 7.2
08-11-07 94.2 62.1 5.9 7.5 W2
12-11-07 79.0 58.3 6.3 6.9
15-11-07 111.8 78.5 5.3 7.6 W3
19-11-07 85.6 63.3 6.1 8.1
22-11-07 93.1 60.3 4.8 7.8 W4
26-11-07 115.5 75.3 5.3 7.2
29-11-07 112.1 77.5 5.8 8.1 W5
03-12-07 108.3 59.0 6.4 7.5
06-12-07 82.7 75.5 6.2 7.3 W6
10-12-07 78.9 59.3 4.9 7.6
13-12-07 109.7 74.6 5.5 6.8 W7
17-12-07 106.3 58.4 6.2 7.2
20-12-07 114.3 64.2 6.0 7.2 W8
24-12-07 108.4 71.9 5.4 8.6
27-12-07 118.6 81.2 7.2 8.3 W9
31-12-07 121.1 87.8 6.9 7.4
03-01-08 101.5 76.4 5.9 6.2 W10
07-01-08 105.7 71.1 5.7 6.4
10-01-08 121.2 68.8 6.3 7.1 W11
14-01-08 124.6 79.2 7.1 7.8
17-01-08 117.7 67.3 6.5 6.9 W12
21-01-08 116.4 65.2 6.7 7.4
24-01-08 105.6 68.0 5.8 6.4 W13
28-01-08 118.7 74.6 6.2 6.8
Minimum 78.9 58.3 4.8 6.2
Maximum
124.6 87.8 7.2 8.6
Average 105.8 69.5 6.0 7.3
98 Percentile 122.9 84.5 7.2 8.5
.. 31 ..
ANNEX. 1 : CONTD
A3 – Bagodar
SPM RPM SO2 NOx Week Date
µg/m3 µg/m
3 µg/m
3 µg/m
3
01-11-07 80.4 66.5 6.0 7.5 W1
05-11-07 97.7 59.5 5.9 7.8
08-11-07 96.5 62.6 4.8 8.4 W2
12-11-07 103.7 56.6 6.2 6.8
15-11-07 86.5 62.6 6.4 7.2 W3
19-11-07 102.1 59.6 6.3 7.5
22-11-07 89.2 58.5 6.4 6.9 W4
26-11-07 74.0 61.3 5.8 7.6
29-11-07 116.8 68.6 6.7 8.1 W5
03-12-07 80.6 62.1 6.1 7.8
06-12-07 88.1 58.3 6.0 7.2 W6
10-12-07 110.5 78.5 5.9 8.1
13-12-07 103.3 63.3 4.8 7.5 W7
17-12-07 77.7 60.3 6.2 7.3
20-12-07 73.9 75.3 6.4 7.6 W8
24-12-07 104.7 65.4 6.7 8.2
27-12-07 101.3 58.7 6.2 6.8 W9
31-12-07 75.7 68.4 5.8 7.2
03-01-08 107.4 71.3 6.4 7.5 W10
07-01-08 114.6 59.4 6.0 6.9
10-01-08 109.3 53.4 6.2 7.5 W11
14-01-08 103.4 76.4 5.9 6.8
17-01-08 106.9 73.8 7.1 7.6 W12
21-01-08 99.3 77.6 6.8 6.7
24-01-08 93.9 69.0 6.4 6.4 W13
28-01-08 100.6 74.6 5.6 7.1
Minimum 73.1 53.4 4.8 6.4
Maximum
114.6 78.5 7.1 8.4
Average 95.3 65.4 6.1 7.4
98 Percentile 112.6 78.1 7.0 8.3
.. 32 ..
ANNEX. 1 : CONTD
A4 – Makri Singari
SPM RPM SO2 NOx Week Date
µg/m3 µg/m
3 µg/m
3 µg/m
3
02-11-07 113.6 62.6 4.8 7.8 W1
06-11-07 116.1 56.6 5.3 7.2
09-11-07 96.5 62.6 5.8 8.1 W2
13-11-07 100.7 59.6 6.4 7.5
16-11-07 116.2 58.5 6.2 7.3 W3
20-11-07 119.6 61.3 4.9 7.6
23-11-07 112.7 68.6 5.8 6.8 W4
27-11-07 111.4 62.1 6.0 7.2
30-11-07 100.6 62.1 5.1 7.2 W5
04-12-07 113.7 58.3 6.3 8.6
07-12-07 100.6 78.5 5.6 8.3 W6
11-12-07 87.8 63.3 5.9 7.4
14-12-07 98.8 60.3 6.3 6.2 W7
18-12-07 90.3 75.3 5.3 6.4
21-12-07 97.8 77.5 6.1 7.1 W8
25-12-07 93.6 59.0 4.8 7.8
28-12-07 95.6 75.5 5.3 7.2 W9
01-01-07 100.7 59.3 5.8 6.8
04-01-08 106.1 74.6 6.4 6.9 W10
08-01-08 92.6 58.4 6.2 7.2
11-01-08 93.2 68.7 4.9 7.6 W11
15-01-08 90.2 66.9 5.5 6.8
18-01-08 109.6 68.3 6.2 6.7 W12
22-01-08 107.6 67.8 6.0 7.5
25-01-08 90.7 59.8 5.4 8.1 W13
29-01-08 104.1 72.4 7.2 7.9
Minimum 87.7 56.6 4.8 6.2
Maximum
119.6 78.5 7.2 8.6
Average 101.8 65.3 5.8 7.4
98 Percentile 117.9 78.0 6.8 8.5
.. 33 ..
ANNEX. 1 : CONTD
A5 – Makrikhuna
SPM RPM SO2 NOx Week Date
µg/m3 µg/m
3 µg/m
3 µg/m
3
02-11-07 111.8 68.6 6.7 6.8 W1
06-11-07 85.6 62.1 6.1 7.2
09-11-07 93.1 58.3 6.0 7.5 W2
13-11-07 115.5 78.5 5.9 6.9
16-11-07 108.3 63.3 4.8 7.5 W3
20-11-07 82.7 60.3 6.2 6.8
23-11-07 78.9 75.3 6.4 7.6 W4
27-11-07 109.7 68.3 5.8 6.7
30-11-07 106.3 67.8 6.3 6.4 W5
04-12-07 114.3 59.8 6.7 7.1
07-12-07 108.4 72.4 4.8 7.8 W6
11-12-07 118.6 58.3 5.3 7.2
14-12-07 121.1 78.5 5.8 8.1 W7
18-12-07 101.5 63.3 6.4 7.5
21-12-07 105.7 60.3 6.2 7.3 W8
25-12-07 121.2 75.3 4.9 7.6
28-12-07 124.6 77.5 5.8 6.8 W9
01-01-07 117.7 59.0 6.0 7.2
04-01-08 116.4 64.2 5.1 7.2 W10
08-01-08 105.6 68.3 6.1 7.2
11-01-08 118.7 72.1 6.0 7.5 W11
15-01-08 122.5 76.3 5.9 6.9
18-01-08 107.7 57.4 4.8 7.5 W12
22-01-08 100.8 59.1 6.2 6.8
25-01-08 103.4 68.2 6.3 6.7 W13
29-01-08 118.8 61.3 6.1 7.4
Minimum 78.9 57.4 4.8 6.4
Maximum
124.6 78.5 6.7 8.1
Average 107.3 66.7 5.9 7.2
98 Percentile 123.6 78.5 6.7 8.0
.. 34 ..
ANNEX. 1 : CONTD
A6 – Matwada
SPM RPM SO2 NOx Week Date
µg/m3 µg/m
3 µg/m
3 µg/m
3
02-11-07 110.6 68.4 4.8 7.8 W1
06-11-07 104.6 72.3 5.3 7.2
09-11-07 113.4 76.4 5.8 8.1 W2
13-11-07 120.6 81.0 6.4 7.5
16-11-07 113.6 75.4 6.2 7.3 W3
20-11-07 116.1 73.8 4.9 7.6
23-11-07 96.5 68.2 5.8 6.8 W4
27-11-07 100.7 67.9 6.0 7.2
30-11-07 116.2 76.3 5.1 7.2 W5
04-12-07 119.6 80.2 6.1 7.2
07-12-07 112.7 79.1 4.8 8.1 W6
11-12-07 111.4 74.6 5.3 7.5
14-12-07 100.6 69.8 5.8 7.3 W7
18-12-07 113.7 65.7 6.4 7.6
21-12-07 100.6 62.1 6.2 6.8 W8
25-12-07 113.7 58.3 4.9 7.2
28-12-07 100.6 78.5 5.5 7.2 W9
01-01-07 87.8 63.3 6.2 8.6
04-01-08 98.8 60.3 6.0 8.3 W10
08-01-08 90.3 75.3 5.4 7.4
11-01-08 97.8 77.5 7.2 6.2 W11
15-01-08 93.6 59.0 7.4 6.4
18-01-08 113.6 68.4 6.9 7.1 W12
22-01-08 116.4 65.3 6.7 7.8
25-01-08 103.4 73.6 6.5 7.2 W13
29-01-08 116.2 64.8 7.1 8.4
Minimum 87.8 58.3 4.8 6.2
Maximum
120.6 81.0 7.4 8.6
Average 106.3 70.6 6.0 7.4
98 Percentile 120.1 80.6 7.3 8.5
.. 35 ..
ANNEX.12 : CONTD
A7 – Maladobari
SPM RPM SO2 NOx Week Date
µg/m3 µg/m
3 µg/m
3 µg/m
3
03-11-07 108.6 59.6 6.4 7.2 W1
07-11-07 111.9 58.5 6.2 7.5
10-11-07 106.8 61.3 4.9 6.8 W2
14-11-07 92.5 68.6 5.8 7.8
17-11-07 98.8 62.1 6.0 7.2 W3
21-11-07 96.7 62.1 5.1 8.1
24-11-07 104.8 58.3 6.3 7.5 W4
28-11-07 89.3 78.5 5.6 7.3
01-12-07 101.1 74.6 6.4 6.9 W5
05-12-07 87.6 58.4 6.2 7.2
08-12-07 88.2 68.7 4.9 7.6 W6
12-12-07 85.2 66.9 5.5 6.8
15-12-07 104.6 68.3 6.2 6.7 W7
19-12-07 102.6 67.8 6.0 7.5
22-12-07 85.7 59.8 5.4 8.1 W8
26-12-07 99.1 72.4 7.2 7.9
29-12-07 95.6 62.1 5.8 6.4 W9
02-01-07 108.7 58.3 6.4 7.1
05-01-08 95.6 78.5 5.9 7.8 W10
09-01-08 82.8 63.3 4.8 7.8
12-01-08 93.8 60.3 5.3 7.2 W11
16-01-08 85.3 75.3 5.8 8.1
19-01-08 92.8 77.5 6.4 7.5 W12
23-01-08 88.6 59.0 6.2 7.3
26-01-08 116.4 68.4 4.9 7.6 W13
30-01-08 108.6 70.2 5.8 6.8
Minimum 82.8 58.3 4.8 6.4
Maximum
116.4 78.5 7.2 8.1
Average 97.4 66.1 5.8 7.4
98 Percentile 114.2 78.5 6.8 8.1
.. 36 ..
ANNEX. 1 : CONTD
A8 – Pandarwahi
SPM RPM SO2 NOx Week Date
µg/m3 µg/m
3 µg/m
3 µg/m
3
03-11-07 106.1 74.6 6.4 6.9 W1
07-11-07 92.6 58.4 6.2 7.2
10-11-07 93.2 68.7 4.9 7.6 W2
14-11-07 90.2 66.9 5.5 6.8
17-11-07 109.6 68.3 6.2 6.7 W3
21-11-07 107.6 67.8 6.0 7.5
24-11-07 90.7 59.8 5.4 8.1 W4
28-11-07 104.1 72.4 7.2 7.9
01-12-07 113.7 58.3 5.9 7.8 W5
05-12-07 100.6 78.5 6.3 7.2
08-12-07 87.8 63.3 5.3 8.1 W6
12-12-07 98.8 60.3 6.1 7.5
15-12-07 90.3 75.3 4.8 7.3 W7
19-12-07 97.8 77.5 5.3 6.9
22-12-07 93.6 59.0 5.8 7.2 W8
26-12-07 95.6 75.5 6.4 7.6
29-12-07 100.7 59.3 6.2 6.8 W9
02-01-07 106.1 74.6 4.9 7.3
05-01-08 116.3 72.7 5.5 7.6 W10
09-01-08 114.3 68.2 6.2 6.8
12-01-08 103.4 71.6 6.0 7.2 W11
16-01-08 112.4 61.3 5.4 7.2
19-01-08 104.7 75.2 7.2 7.2 W12
23-01-08 103.4 77.6 6.8 8.2
26-01-08 113.3 72.5 7.5 7.8 W13
30-01-08 99.4 70.5 6.7 6.8
Minimum 87.8 58.3 4.8 6.7
Maximum
116.3 78.5 7.5 8.2
Average 101.8 68.8 6.0 7.4
98 Percentile 115.3 78.1 7.4 8.2
.. 37 ..
ANNEXURE 2
WATER QUALITY
Source of sample : W1 : Chhinar river at village Makrikhuna
W2 : Sendur river at village Gaurgaon
W3 : Bore-well water at proposed site
W4 : Handpump water at village Pandarwahi
Sr.
No.
Parameters Unit W1 W2 W3 W4
1. Temperature 0C 27.5 27.2 28.0 28.0
2. Colour Hazen Clear Clear Clear Clear
3. Odour UO UO UO UO UO
4. Taste AG AG AG AG AG
5. DO mg/L 5.6 5.7 1.3 1.2
6. pH 8.1 7.9 7.3 7.2
7. Conductivity µS 120 130 295 272
8. Turbidity NTU 5.0 4.5 < 1 < 1
9. Total dissolved solids mg/L 84 91 177 158
10. Total suspended solids mg/L 4 5 5 3
11. Total Alkalinity as CaCO3 mg/L 83 89 144 138
12. Total Hardness as CaCO3 mg/L 70 75 130 119
13. Ca Hardness as CaCO3 mg/L 52 56 85 72
14. Mg Hardness as CaCO3 mg/L 18 19 45 47
15. Chlorides as Cl mg/L 15 20 6.0 10
16. Sulphates as SO4 mg/L 10 12 2.5 4
17. Fluoride as F mg/L 0.4 0.5 0.7 0.6
18. Iron as Fe mg/L 0.4 0.3 2.5 2.8
19. Copper as Cu mg/L BDL BDL BDL BDL
20. Zinc as Zn mg/L Traces Traces BDL BDL
21. Manganese as Mn mg/L BDL BDL BDL BDL
22. Total Coliforms MPN/100ml 150 240 0 0
23. Cadmium as Cd mg/L BDL BDL BDL BDL
24. Lead as Pb mg/L BDL BDL BDL BDL
25. Chromium as Cr mg/L BDL BDL BDL BDL
26. Arsenic as As mg/L BDL BDL BDL BDL
27. Pestisides mg/L Absent Absent Absent Absent
.. 38 ..
ANNEX. 2 : CONTD
WATER QUALITY
Source of sample : W5 : Handpump water at village Nathiyanawagaon
W6 : Handpump water at village Matwada
W7 : Handpump water at village Makri Singari
W8 : Handpump water at village Bagodar
Sr.
No.
Parameters Unit W5 W6 W7 W8
1. Temperature 0C 27.5 27.2 28.0 28.0
2. Colour Hazen Clear Clear Clear Clear
3. Odour UO UO UO UO UO
4. Taste AG AG AG AG AG
5. DO mg/L 1.4 1.2 1.3 1.4
6. pH 7.6 7.4 7.3 7.6
7. Conductivity µS 276 291 285 264
8. Turbidity NTU < 1 < 1 < 1 < 1
9. Total dissolved solids mg/L 186 112 170 160
10. Total suspended solids mg/L 2 4 4 3
11. Total Alkalinity as CaCO3 mg/L 144 160 131 149
12. Total Hardness as CaCO3 mg/L 112 128 122 126
13. Ca Hardness as CaCO3 mg/L 76 88 79 79
14. Mg Hardness as CaCO3 mg/L 36 40 43 47
15. Chlorides as Cl mg/L 1 5 7 12
16. Sulphates as SO4 mg/L 2 5 3 3
17. Fluoride as F mg/L 0.5 0.6 0.4 0.6
18. Iron as Fe mg/L 1.3 0.8 2.4 2.1
19. Copper as Cu mg/L BDL BDL BDL BDL
20. Zinc as Zn mg/L BDL BDL BDL BDL
21. Manganese as Mn mg/L BDL BDL BDL BDL
22. Total Coliforms MPN/100ml 0 0 0 0
23. Cadmium as Cd mg/L BDL BDL BDL BDL
24. Lead as Pb mg/L BDL BDL BDL BDL
25. Chromium as Cr mg/L BDL BDL BDL BDL
26. Arsenic as As mg/L BDL BDL BDL BDL
27. Pestisides mg/L Absent Absent Absent Absent
.. 39 ..
ANNEXURE 3