e.aie.a[. ni[ vh)vT) siri>S {a[hvil} - Gujarat Pollution Control Board

ki[lsi aiFir)t pivr ¼liºT 

{2 ¥ 135 m[givi[T} 

miT[ 

e.aie.a[. ni[ 

vh)vT) siri>S {a[hvil} 

nmdi< Ym : 134,135a,135b,137,138, gim : pidr)yi, 

til&ki : vigri, (jÃli : B$c, {g&jrit} 

Prepared by: 

Environmental Engineers & Consultants

an&k|m(Nki 

k|mi>k (vPy pini n>br 

1.0 p\Ativni 1 

2.0 s&(ct p\i[j[kT 1 

3.0 sieT ps>dg)ni> mind>D 1 

4.0 sieTn) sil)yºT lix(Nkti 2 

5.0 jm)n (vAtirn&> (vFTn {b\[k-ap} 4 

6.0 p\i[j[kTn) k[p)kl rkm 4 

7.0 kici miln) m(ht) 5 

8.0 uRpidn p$k|yi {m[ºy&f[kμr)>g p\i[s[s} 5 

9.0 p\i[s[s an[ (ny>#iNn) y>#ircni 6 

10.0 pyiDi[ 7 

10.1 hvi pyi pyi pyi pyi

ki[OTkn) yid) {T[bln) mi(ht)} 

T[bl n>br (vPy pini n>br 

1 sieTn) sil)yºT lix(Nkti 3 

2 jm)n (vAtirn&> (vwTn 4 

3 kici miln) mi(ht) 5 

4 hvi p|d*Pki[ miT[ sr[ri>S v[9y&> 7 

5 AT[kn) mi(ht) 8 

6 k\Sr an[ Ak$n hiusn) mi(ht) 9 

7 D).J.s[T n) mi(ht) 10 

8 GLC vwvin[ kirN[ p\d&Pki[n) siºÙti 11 

9 piN) ckisN)ni> AYL an[ m&²y mipd>Di[ 15 

10 a¿yis (vAtirmi> avijn) mi#ii 14 

11 a¿yis (vAtirmi> jm)n vpriS/ p\kir 15 

12 Gn kcrin) mi(ht) 16 

13 ji[Km) kcrin) mi(ht) 16 

vh)vT) siri>S b

aikZ(t 

n>br 

aikZ(tn) yid) 

aikZ(t pini n>br 

1 vi[Tr b[l[ºs Diyig\im 12 

vh)vT) siri>S c

1.0 p\Ativni 

m[ss< nm ji[DiN C[. bºn[ 

gZp li>bi smyY) a[k srKi F>Fimi> s>kLiy[li C[. b[ k>pn) g&jrit a[Àb\i[Dr) (lm)T[D 

an[ g&jrit pi[l)(f9ms p\i. l). p\i[j[kT C[ j[n) j[m ai bºn[ gZp a[kb)ji> siY[ kim 

kr) rhyi C[. g&jrit a[Àb\i[Dr) (lm)T[D p\i[j[kTn) rcni> 1991mi> krvimi> aiv) ht). 

t[ai[ pi[tini> kimmi> vFiri[ kyi< an[ aiw&(nk a[Àb\i[Dr) mS)nn) AYipni kr). g&jrit 

pi[l)(f9ms p\i. l). mjb*tie an[ awtn tkn)ki[ siY[ vP< 2004mi> AYi(pt Ye ht), 

j[n&> lÈy a[ C[ K*b j mjb*t b\iºD ¹^(OT, uRpidnn) sir) g&Nv_ii an[ niyli[n yin< 

uwi[gmi> ag\N) AYin p\i¼t kr[l C[. Birtmi> t[ai[a[ niyli[n FDY yin< Ap)>n)>g m>DL)n[ 

s>g(qt kr) an[ a[ºJn)yr)>g pi[l)ms pN uRpidn kr) rh)C[. 

2.0 s&(ct p\i[j[kT 

m[ss< nm 135 m[givi[T, B*ki[ kr[li[ 

ki[lsi ni[ bL_iN tr)k[ upyi[g krt&> p9vriezD\ fy&l fiyrD\ bi[elr aYvi 

srky&l[T)>g fy&DiezD b[D kÀbSn bi[elr, AT)m T 

(vciry&> C[. 

3.0 sieT ps>dg)ni> mind>D 

sieT ps>dg)n) ai[LK miT[ s>B(vt sieTni> p(rbLi[ n)c[ m&jb C[: 

vh)vT) siri>S - nm

• p(r(AY(tk)y s>v[dnS)l, air.air. p\i[n, ni[T)fieD r)zv< fi[r[AT (vAtir d*r C[. 

• B(vOymi> (vAtZt drAKit siY[ 2 ¥ 135 m[givi[Tn) xmti> siY[ ki[lsi dhn pivr 

¼liºTni> AYin miT[ p*rt) jm)n C[. jm)n B*gi[L an[ Bi]gi[(lk pisiai[Y) an&k*L 

C[. 

• siFni[, bi>Fkim mil, Avd[S) t[mj aiyit) ki[lsi[ an[ bL_iNni> p(rvhn 

s&(vFi miT[ nJk r[l/rAti/d(ryie pi[T< C[. 

• ¼liºTni> j$r)yit p\miN[ piN)ni[ j¸Yi[ upl¾F C[. 

• pivrn) s&(vFi : hilni> 220 k[.v).ni> sb-AT[Sn 

4.0 sieTn) sil)yºT lix(Nkti 

sieTn) sil)yºT lix(Nkti n)c[ m&jb C[. 

• pivr ¼liºT j[mi> Tîºsfi[.J.s[T an[ g\)n b[9T 

miT[ p*rt) jm)n upl¾F C[. 

• siFni[, bi>Fkim mil, piepni> p(rvhn miT[ hilni>[ rAti[ C[. ai sieT B$c-dh[j 

hiev[ nJk C[. 

• bL_iNn) s&(vFi upl¾F C[. 

• p&ritRvn&> miLK&> nY). 

• d(ryie pi[T< nJk C[. 

• r[9v[lien nJk C[. 


• air.air.eÆy& nY). 

• p\i[j[kT sieT nJk ¼liºTn) j$(ryit m&jb piN)ni> A#ii[t upl¾F C[. 

• pyi ki[e r)zv< fi[r[AT nY). 

ki[OTk: 1 sieTn) sil)yºT lix(Nkti 

lix(Nkti mi(ht) 

AYL sv[< n> 134,135a,135b,137,138, 

gim: pidr)yi, til&ki: vigri, J9li[: 

B$c, g&jrit 

jm)nni[ p\kir pi[tin) pDtr jm)n 

axi>S 

r[Ki>S 

21 0 47"2.9” u_ir 

72 0 36"30.5” p*v< 

nJkmi> riOT^)y Fi[r)mig< n[. hi. 8 {43.66 k).m).} 

AT[.hi. 64 {33.37 k).m).} 

B$c dh[j ri[D – 3.57 k).m). 

nJkn&> r[9v[ AT[Sn B$c a>diJt 40.84 k).m). 

nJkn&> Sh[r B$c a>diJt 40 k).m). 

nJkn&> Tiun dh[j a>diJt 7 k).m). 

nJkn&> gim pidr)yi a>diJt 2.8 k).m). 

piN)n) upl¾F) Srdir sri[vr nmc k[nil} 

nJkni[ pi[T< dh[j a>diJt 10.04 k).m). 


si[9T p[nn&> a>tr a>diJt 1.38 k).m). 

d(ryin&> a>tr a>diJt 10 k).m). 

nJkn&> piN) Big {tLiv/niLi/b>F} a>diJt 2.88 k).m). 

m[ng\i[vn&> a>tr a>diJt 4.47 k).m). 

n[Snl pik< an[ viE9D lief 

s[ºμy&r) 

10 k).m). (#ijyimi> nY) 

virsie sieT 10 k).m). (#ijyimi> nY) 

**hvie a>tr C[. 

5.0 jm)n (vAtirn&> (vwTn 

k&l jm)n (vAtir 122 a[kr C[ an[ t[mn) (vAtZt mi(ht) n)c[ m&jb aip[l C[. 

6.0 p\i[j[kTn) k[p)kl rkm 

ki[OTk: 2 jm)n (vAtirn&> (vwTn 

p\yi[jn (vAtir 

pivr ¼liºT (vAtir 39 a[kr 

bL_iN s>g\hN 12 a[kr 

a[S s>g\hN 20 a[kr 

g\)n b[9T 42 a[kr 

K&9li[ (vAtir 9 a[kr 

k&l 122 a[kr 

k&l p\i[j[kT rkm $. 14850 m)l)yn {adi>Jt} C[. 


7.0 kici miln) mi(ht) 

bL_iN tr)k[ m&²y ki[lsi[ hS[.kici miln) mi(ht)n) n)c[ m&jb aip[l C[ 

ki[OTk:3 kici miln) mi(ht) 

bL_iN mi#ii A#ii[t p(rvhn 

Birt)y ki[lsi[ 1.53 m)l)yn Tn p\(t vP< Birt)y KiN T^k/T[ºkr rAti 

Aiyit) ki[lsi[ 1.144 m)l)yn Tn p\(t vP< eºDi[n[S)yin) 

KiNY) 

oiri 

dh[j pi[T< Y) 

a[n.a[c.8a an[ 

a[s.a[c. 50 mig< 

oiri 

a[l.D).ai[./D)zl 2010 k).l)Tr HPCL / IBPL T[ºkr rAti oiri 

8.0 uRpidn n) mi(ht) 

¼liºTmi> b[ p9vriezD\ fy&l fiyrD\ bi[elr aYvi srky&l[T)>g fy&DiezD b[D kÀbSn 

bi[elr an[ b[ AT)m Tbi siFni[ an[ s)ATmni[ smiv[S Yiy 

C[. S$aitmi> lieT D)zl ai[el ni[ upyi[g krvimi> aivS[ an[ (AYrti miT[ uμc g(t 

ai[el ni[ upyi[g krvimi> aivS[. p9vriezD\ fy&l fiyrD\ bi[elr ph[l) ps>d kirN k[ 

t[n) sir) kiy pivr ¼liºTmi> upyi[g) 

C[. vriL mipd>Dn&> dbiN 140 a[.T).a[m. an[ tipmin 540 +-5 s[Ÿ C[. Eki[ni[miezr 

mi> piN)n&> tipmin 240 s[Ÿ C[. 


9.0 p\i[s[s an[ (ny>#iNn) y>#ircni 

AT)m Tbi aivS[. AT)m jnr[Tra[ 

p9vriezD\ fy&l fiyrD\ bi[elr aYvi srky&l[T)>g fy&DiezD b[D kÀbSn bi[elr 

hS[. 

AT)m jnr[Tr miT[ piN) (v(SOT vi[Tr T^)Tm[ºT s)ATm {D).a[m. ¼liºT} mi>Y) m[LvS[; k[ 

j[ AT)m jnr[Tr miT[ yi[³y hi[y t[vi kici piN) n&> nrm piN)mi> $pi>tr krS[. uRpºn 

Yy[l vriL TbiY) psir YS[ j[n) siY[ ji[Diy[l c&>bk)y x[#imi> Tbi aivS[ j[Y) v)jL) uRpºn YS[. ai v)jL) Uji Ymi[ s&Firi YS[. ai p\(k\yi dr(myin vriL q>D) YS[ an[ pC) t[ a[r k&9D 

kºD[ºsrmi>Y) psir YS[. kºD[ºs[Tn[ pÀp oiri D)a[r[Tr an[ pC) AT)m jnr[Tr 

mi[klvimi> aivS[. 

ki[lsi kÀbSnmi>Y) a[kzi[AT g[s)s n)kLS[, j[ el[Tî[AT[T)k p\[s)p)T[Trmi>Y) psir YS[, 

c)mn)mi>Y) psir Yti> ph[li> a[m)Snn&> p\miN ai[C&> krS[. AT)m jnr[Trmi>Y) uRpºn 

Yt) a[Sn[ uμc dbiN ºy&m[T)k s)ATmmi> mi[klvimi> an[ pC) s)li[mi> p(rvhn krvimi> 

aivS[. 

s&(ct pivr ¼liºTni> m&²y siFni[ n)c[ m&jb C[. 

1. b[ p9vriezD\ fy&l fiyrD\ bi[elr aYvi srky&l[T)>g fy&DiezD b[D kÀbSn 

bi[elr. 

2. AT)m TbiS - nm

vFir[mi> #iN m&²y siFni[,¼liºTmi> bF) j$(ryitn) s)ATm C[ j[mk[ vi[Tr s)ATm, vi[Tr 

D)mT)r)yliez)>g ¼liºT, fiyr fieT)>g s)ATm an[ el[kT^)kl s)ATm hS[. 

10. pyiDi[ 

hil pyiDi[ni[ a¿yis #iN m(hni {mic, 2011} miT[ krvimi> 

aiv[l C[. 

10.1 hvi pyi aiv[l 5 AYLi[ prY) hiln) hvin) g&Nv_iin) 

ckisN) krvimi> aiv[l. a¿yis smygiLi dr(myin pvnn) g(t d(xN-p(Vm Y) 

u_ir- p*v< (dSimi> trf ht). siETY) pvnn) (dSimi> a[k AYL an[ pvnn) (vr&¹ÙW 

(dSimi> b[ AYL ps>d kr[l C[. bwi> AYLi[a[ dr[k p\d*Pki[n) sr[ri>S si>oti siY[ 

mi[n)>Tr)>g AYLn) mi(ht) n)c[ m&jb C[. 

a[km: miek\i[g\im/m) 3 

ki[OTk 4 : hvi p|d*Pki[ miT[ sr[ri>S v[9y&> 

gim (dSi PM10 PM2.5 SOx NOx 

p\i[j[kT 

sieT 

u_ir- p(Vm 83 33.1 6.8 14.71 

pidr)yi d(xN- p*v< 95 34 6.38 15.8 

kDi[dri d(xN- p*v< 90 34.1 6.29 15.50 

pin)aidri u_ir- p*v< 86 33.6 6.17 13.75 

aldir u_ir- p*v< 51 27.2 4.46 12.89 


asr a¿yis : 

sieT pr bi>wkim milni> p(rvhn ni> kirN[ vitivrNmi> SPM siY[ SOxn&> p\miN vwS[. 

bi>wkim dr(myin hvi pyi A#ii[t bi[elr, k\Sr an[ Ak\)n hius siY[ 

ji[Diy[l AT[kY) YS[. AT[kn) mi(ht) n)c[ m&jb aip[l C[. 

ki[OTk 5 : AT[kn) mi(ht) 

AT[kn&> ji[DiN bi[elr 

k[Tl) AT[k 2 

AT[kni[U>cie 130 m) 

AT[kn) Diyim)Tr 2.65 m) 

n)kLti> g[sn&> tipmin 140 s[° 

fl&g[s v[li[s)T) 25 m)/ s[kºD 

AT[kni[ p\d*PN li[D 

PM10 

SOx 

NOx 

9.94 gi|m/s[kºD 

240.69 gi|m/s[kºD 


hvi p\d*PN (ny>#iN siwni[ el[Tî[AT[T)k p\[s)p)T[Tr 


ki[OTk 6 : k\Sr an[ Ak\)n hiusn) mi(ht) 

AT[kn&> ji[DiN k\Sr an[ Ak\)n hius 

k[Tl) AT[k 1 

AT[kni[U>cie 30 m) 

AT[kn) Diyim)Tr 2m) 

n)kLti> g[sn&> tipmin 40 s[° 

fl&g[s v[li[s)T) 12 m)/ s[kºD 

AT[kni[ p\d*PN li[D 

PM 


hvi p\d*PN (ny>#iN siwni[ b[g (f9Tr 

s&(ct p\i[j[kTY) hvin) g&Nv_iimi> GNi smy miT[ PM10, SOx an[ NOX n) siºÙti> vFS[ 

j[ hvin) g&Nv_ii mi[D[l)>g oiri m[Lv[l C[. ai pr)Nim m&²y AT[kni> {c)mn)ni>} aiFir[ 

lES&>. uprn) mi(ht)ni[ upyi[g mi[D[l)>g miT[ eºp&T D[Ti tr)k[ YS[. 

hil b[zliEn D[Ti pr p\d&Pki[n) siºÙtin[ s&prEÀpi[z kr) hvi p\d&Pki[n) mi#ii mip) 

Sk)S&>. 


Pollutant Incremental 

Concentration 

μg/m 3 

ki[OTk: 7 GLC vwvin[ kirN[ p\d&Pki[n) siºÙti 

Baseline 

Concentr 

ation 

3 * 

μg/m 

Resultant 

Concentration 

μg/m 3 

Distance 

w.r.t. 

centre 

vh)vT) siri>S - nm 

(ny>#iN pgli> : 

p\d&Pki[ni> yi[³y (nkil miT[ p&rt) u>ciEn) AT[kn) AYipni kr)S&>. F&Lni> rjkNi[n[ uDti> 

aTkivvi smyi>tr[ piN)ni[ C>Tkiv krvimi> aivS[. fy&JT)v a[m)Sn {hvimi> uDti 

rjkNi[} aTkivvi a>drni> rAti ki[ºk|)Tni> bnivvimi> aivS[.hvi p\d*PN (ny>#iN miT[ 

bi[elr siY[ el[Tî[AT[T)k p\[s)p)T[Tr ji[Dvimi> aivS[. k\Sr an[ Ak\)n hius siY[ b[g 

(f9Tr AYipvimi> aivS[. 

10.2 piN)n&> pyi hilni> piN)ni> pyi b[ezlien p(r(AY(t ni> a¿yis miT[ p\i[j[kT sieTn) 

aispisni> gimi[mi>Y) 4 AYLi[ prY) spiT) prni piN) an[ 3 AYLi[ prY) B&gB< piN)ni> 

nm*ni> a[kqi> kr[l C[. ckisN)ni> AYL prni> m&²y mipd>Di[ n)c[ m&jb C[.

ki[OTk: 8 piN) ckisN)ni> AYL an[ m&²y mipd>Di[ 

gim A#ii[t pH TDS kli[rieD ai[el an[ 

pidr)yi B*Atr)y piN) 7.1 133 37.8 b).D).a[l. 

kDi[dri B*Atr)y piN) 7.9 1922 945 b).D).a[l. 

pin)aidri B*Atr)y piN) 7.6 1905 945.36 b).D).a[l. 

pidr)yi srf[s piN) 7.7 478.59 189.1 b).D).a[l. 

kDi[dri srf[s piN) 7.4 804.96 614 b).D).a[l. 

pin)aidri srf[s piN) 7.6 707.35 425 b).D).a[l. 

si[9T p[n srf[s piN) 8.2 388.72 284 b).D).a[l. 

vi[Tr b[l[ºs Diyig\immi> piN)ni> vpriS an[ p\d&(Pt piN)n) u_p(tn) mi(ht) n)c[ 

m&jb aip[l C[. 


(c#i 1:vi[Tr b[l[ºs Diyig\im 


asri[ni[ a¿yis an[ (ny>#iN {upSmn} pgli> : 

bi>wkim an[ ai[pr[Sn crN miT[n&> piN) srdir sri[vr nmY) l[vimi> 

aivS[. 

s&(ct p\i[j[kTmi> r)j[kT kl[r)fier ¾li[k Diun, a9Tî (f9Tr[Sn r)j[kT, D).a[m. ¼liºT 

r)j[kT, k&l)>g Tivr an[ bi[elrmi>Y) ¾li[k Diun, a[s.a[.s)., a[s.b).a[.ni> p&n: 

uRpºnY) an[ m)ks b[Dmi>Y) m&²y g>d&piN) uRpºn YS[. ai AT^)mmi>Y) g>d&piN) 

ºy&T^liez[Sn p)Tmi> jS[. 

ki[lsini> h[(ºD>l)>g an[ F*L dmn, ai[el anli[>D)>g vi[S)>g (vAtir, ai[el s[p[r[Tr am[ 

a[S k(ºDS)n)>gmi>Y) uRpºn Yti> g>di piN)n[ kl[kSn p)Tmi> B[g&> krvimi> aivS[ pC) 

SPM, ai[el an[ g\)sn[ d*r krvi ai[el s[p[r[Tr an[ g\)T c[Àbrmi>Y) psir krvimi> 

aivS[. kl[kSn p)Tmi>, ºy&T^liez[Sn p)Tmi>Y) g>d&piN)n&> (mâN YS[ an[ Di9y&T YS[. 

m&²y (c>ti T).D).a[s.n& p\miN C[ j[ Jp)s)b)ni> FiriFi[rN p\miN[ jiLv) riKvimi> 

aivS[. 

piN)n[ C[9l[ g\)n b[9T an[ F*L dmn miT[ s)ATmmi> p&n:upyi[gmi> l[vimi> aivS[ 

10.3 avijn&> pyi (vAtirmi> avijn) mi#ii j&di j&di p\kirn) (k|yiai[n[ aiFir[ vFGT Yiy C[. 

avij pyi gimni[ a¿yis 

krvimi> aiv[l C[. 


ki[Otk: 9 a¿yis (vAtirmi> avijn) mi#ii 

k\mi>k s[Àp)>g AT[Sn (dvs dr(myin 

dB (Leq) dB(A) 

1 p\i[j[kT sieT 25.3 23.5 

2 pidr)yi 67.7 51.1 

3 kDi[dri 66.8 34.8 

4 pin)aidri 62.3 40.3 

5 aldir 62.3 35 

asri[ni[ a¿yis : 

ri(#i dr(myin dB 

(Leq) dB(A) 

bi>Fkim dr(myin sieT pr AYi(pt m)k[n)kl siFni[Y) avij uRpºn YS[ an[ bi>Fkim 

an[ vihni[n) avr-jvrn) kirN[ avijn) mi#ii vFS[. 

ai[pr[Sn drÀyin ¼liºT sieT pr m)k[n)kl siFni[ j[vi k[ki[Àp\[Srni> l)F[ m&²y avij 

uRpºn YS[. 

(ny>#iN pgli>: 

• avij uRpºn krti> siFni[ siylºsr siY[ b>F (vAtirmi> riKvimi> aivS[. 

• uμc_im avij Frivti (vAtirmi> kim krti> kimdiri[n[ frJyit Eyr mf`s/ 

Eyr ¼ligni[ upyi[g krvi[ pDS[. 

• s).p).s).b). ni> mig GTiDi[ YS[. 


• Ô[ frj dr(myin PPE ni[ smyi>tr[ p\[kT)s {T[v} dr(myin upyi[g krvimi> n 

Yiy ti[,viEb\[Snn) asrY) Yt) hi(nY) sivc[t rh[vi kimdiri[n[ til)m 

aipvimi> aivS[. 

• smyi>tr[ aQvi(Dy[ a[kvir ¼liºTmi> p\v[S an[ bhir jvini> drviÔ an[ avij 

uRpºn krti siFni[ pis[ avijn) mi#iin) ckisN) krvimi> aivS[. 

10.4 jm)nn&> pyi (vAtirmi>Y) jm)n vpriS miT[ 

a¿yis krvimi> aiv[l j[n) mi(ht) n)c[ dSi jm)n vpriS/ p\kir 

k|mi>k p\kir (vAtirmi> Tkivir) {%} (vAtir {ci[.m).} 

1. rh[qiN 0.70 219.94 

2. ai]Fi[(gk (vAtir 3.98 1249.37 

3. m)Qi> pÍi[ 19.55 6141.90 

4. K[t)liyk 37.56 11798.22 

5. FiTi[ Ak\b 0.43 134.75 

6. K&9li[ Ak\b 9.00 2827.05 

7. kidv 15.71 4934.97 

8. m[ng\i[v 3.10 972.55 

9. tLiv/sri[vr 0.26 82.04 

10. ai]Fi[(gk Ti>k) 0.06 19.99 


11. k \)k 9.53 2992.44 

12. vi[Tr hirv[AT)>g 

miLK&> 

0.13 42.27 

k&l 100 31415.51 

10.5 Gn kcri uRp(Rt 

ki[lsini> upyi[gni> l)w[ uRpºn m&²y Gn kcri-fliy a[S C[. uRpºn Yti> Gn kcrin) 

mi(ht) n)c[ m&jb C[. 

ki[OTk 11: Gn kcrin) mi(ht) 

Gn kcri[ mi#ii s>g\hN/(nkil s&(vFi 

k&l fliy 

a[S 

1977 Tn/(dvs – Birt)y ki[lsi[ 

287 Tn/(dvs – aiyit) ki[lsi[ 

uRpºn Yt) a[Sni> p&n:vpriS miT[ 

AYi(nk e>T uRpidn y&(nT aYvi 

(sm[ºT uRpidn y&(nTn[ v[cvimi> 

aivS[. 

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EIA 

EXECUTIVE SUMMARY 

FOR 

Coal Based Power Plant (2 x 135 MW) 

PROJECT PROPONENT 

NARMADA THERMAL POWER LTD. 

Located at 

Survey no. 134,135A,135B,137,138, 

Village:Padaria, Taluka: Vagra, District: Bharuch, State: Gujarat 

Prepared by: 

Environmental Engineers & Consultants

Index 

Sr. no Content Page no. 

1.0 Introduction 1 

2.0 Proposed project 1 

3.0 Site selection criteria 1 

4.0 Salient features of site 2 

5.0 Land area break up 3 

6.0 Capital cost of project 4 

7.0 Raw Material for the Proposed Plants 4 

8.0 Process description 4 

9.0 Process and Control Mechanism 5 

10.0 Environmental parameters 5 

10.1 Air environment 6 

10.2 Water environment 8 

10.3 Noise environment 11 

10.4 Land environment 12 

10.5 Solid waste generation 13 

10.6 Hazardous waste details 13 

11.0 Green belt development 14 

12.0 Socio economic environment 14 

13.0 Cleaner production details 15 

14.0 Environment management system 16 

15.0 Environment monitoring plan post EC 16 

List of Table 

Table no. Content Page no 

1 Salient Features of site 3 

2 Land area break up 4 

3 Raw material details 4 

4 Average values for air pollutants 6

5 Details of Main Stacks 7 

6 Details of fugitive emission stacks 7 

7 Resultant concentrations due to incremental GLC 8 

8 Water monitoring location and major parameters 9 

9 Noise levels in study area 11 

10 Land use/cover Categories Area Statistics within study 

area 

11 Solid waste details 13 

12 Hazardous waste details 13 

List of figures 

Figure no. Figure Page no. 

1 Water Balance diagram 10 

12

1.0 Introduction 

M/s Narmada Thermal Power Limited (M/s NTPL) is join venture of Pratibha group and T. M 

Patel Group of Surat. Both the groups are associated with the common businesses ventures 

for a long time. The two companies’ i. e Gujarat Embroidery Limited and Gujarat Polyfilms 

Pvt. Ltd. is the projects which have been floated by both the groups jointly. GEL project 

was formed in the year 1991. It is engaged in value addition work and has installed most 

modern embroidery machines. Gujarat Polyfilms Pvt. Ltd. established in the year 2004 with 

the strength and latest technical know how, targets a very strong brand perception, better 

quality product and has achieved leadership postion in the nylon yarn industry. It is the 

only integrated nylon FDY yarn spinning in India and is also producing engineering 

polymers. 

2.0 Proposed Project 

M/s Narmada Thermal Power Limited (M/s NTPL) proposes to develop coal based thermal 

power project at Village: Padaria, Taluka: Vagra, District: Bharuch, Gujarat. 

Product Capacity 

Coal based thermal power plant 2 * 135 MW 

The Project envisages installation of 2 modules of power generating facilities each with 

capacity of 135 MW, consisting of Pulverized coal fired boilers/ Circulating fluidized 

combustion boiler, steam turbine generators with associated auxiliaries. 

3.0 Site Selection Criteria 

The following factors, which influence selection of site have been considered in identifying 

the prospective site: 

Area away from ecologically sensitive, R&R prone, notified reserve forests etc. 

Availability of adequate land for locating the coal fired power plant with a capacity of 2 

X 135 MW with a proposal to expand in future. Suitability of the land from topography 

and geological aspects. 

Proximity to rail / road / seaport to facilitate transportation of equipment, construction 

material indigenous coal as well as imported coal, and auxiliary fuel. 

Availability of adequate quantity of Raw water to meet plant water requirements 

Power evacuation facility: proximity to an existing EHV (220 kV) sub-station. 

Executive Summary for Narmada Thermal Power Limited 1

4.0 SALIENT FEATURES OF SITE 

The salient features of the project are as mentioned below: 

Adequate land is available for the power plant including transformer yard & 

switchyard, balance of plant (BOP) facilities such as water storage facilities with 

radiator coolers; switchyard and associated power evacuation facilities; 

Availability of adequate land for other construction activities, roads, water treatment 

plants, waste water plant, DG sets and green belt etc., 

Existing road connectivity to the plant site for movement of equipment, construction 

materials, pipes, etc. This site is approachable through Bharuch-Dahej highway 

Availability of fuel linkage 

No structure of archaeological importance. 

Availability of seaport nearby. 

Availability of railway line nearby. 

No R&R issues. 

Availability of source of water adequate to meet the plant requirements near the 

project site. 

An environmental / ecological impact is minimum. 

No reserve forest nearby 


Table 1: Salient Features of site 

Features Description 

Location Survey no.134,135A,135B,137,138, 

Village: Padaria, Taluka: Vagra, 

District: Bharuch, Gujarat 

Type of land Private owned fallow land 

Latitude 

Longitude 

21° 47' 2.9" N 

72° 36' 30.5" E 

Nearest Highway NH 8: 43.66 Km 

SH 64: Approx 33.37 Km 

Bharuch-Dahej Road: 3.57 Km 

Nearest Railway station Bharuch : approx 40.84 Km 

Nearest city Bharuch: approx 40 Km 

Nearest town Dahej: approx 7 Km 

Nearest village Padaria: approx 2.8 Km 

Water availability Sardar sarovar Narmada Nigam Ltd. 

(Luwara Branch Canal) 

Nearest port Dahej: 10.04 Km 

Distance of salt pans Approx 1.38 Km 

Distance of sea Approx 10 Km 

Nearest water body (lake/ pond/ 

reservoir/ canal) 

Approx 2.88 Km 

Distance of mangroves Approx 4.47 Km 

National park/ sanctuary/ reserve 

forest 

None within 10 Km radius 

Heritage site None within 10 Km radius 

**Aerial distance is considered 

5.0 LAND AREA BREAK UP 

The total land area available is 122 acres and the detail area bifurcation is as given in the 

table below: 


6.0 CAPITAL COST OF PROJECT 

Table 2: Land area break up 

Purpose Area provided 

Power plant area 39 acres 

Fuel storage 12 acres 

Ash pond 20 acres 

Green belt 42 acres 

Open area 9 acres 

Total 122 acres 

The total cost of project is Rs. 14850 millions (approximate). 

7.0 RAW MATERIAL 

Coal shall be used as major fuel. The detail of fuel consumption along with its source is 

given in the table below: 

Table 3: Raw material details 

FUEL Quantity Source Transportation 

Indian Coal 1.53 million TPA From Indian mines Road Network by 

Imported coal 1.144 million TPA From Indonesian 

mines 

Trucks/ Tankers. 

Transport through 

Dahej port via NH 8A & 

SH 50 

LDO/HSD 2010 KL HPCL / IBPL Road Network by Road 

tankers. 

8.0 PROCESS DESCRIPTION 

The Plant will primarily consist of Two Pulverized fuel fired Boiler or Circulating fluidized 

Bed Combustion (CFBC) boilers and Two Steam Turbine Generator with all other 

equipments and systems. Light diesel oil will be used during starting and High speed oil will 

be used for stabilization. Pulverized fuel type boiler is preferred because of its proven 

performance and very effective combustion in tangential firing. The power plant will be 

based on the traditional RANKINE CYCLE which is being used in almost all power plants. It 

is proposed to have steam parameters of 140 atm pressure at 540 ± 5 ° C temperature. 

The feed water temperature entering economizer will be 240 deg c. 


9.0 PROCESS AND CONTROL MECHANISM 

Steam Turbine Generators (STG) are the main assembly in the Power Plant. Indian/ 

Imported Coal shall be used as main fuel in the STG. The steam generator(s) shall be 

Pulverised coal fired Boilers or Circulating fluidized Bed Combustion (CFBC) boilers. 

The steam generator shall receive the water from specialized Water Treatment System (DM 

plant); which shall convert raw water to soft water suitable for the steam generator 

application. The steam generated will be passed through the Turbine attached to it wherein 

the steam will rotate the coil of turbine in magnetic field to produce electricity. This 

electrical energy will be supplied at step-up transformer; from where, it is transmitted at 

high voltage to step-down transformer for distribution. 

Part of the steam shall be used to regenerate the feed water temperature and thereby 

improve the thermodynamic cycle efficiency. The steam during this process gets cooled 

and then; it shall pass through Air Cooled Condenser. This condensate so formed shall be 

pumped back with pumps to the deaerator and then to the steam generator. 

The coal combustion will emit exhaust gases, which shall be passed through an 

Electrostatic Precipitator, which will reduce the emission levels before passing out through 

the chimney. The ash generated from the steam generator shall be sent through a high- 

pressure pneumatic system to transfer ash to a silo. 

The major equipments of the proposed Power Plant are: 

1. Pulverized coal fire Boiler/ Circulating fluidized Bed Combustion (CFBC) boilers (2 

nos.) 

2. Steam Turbine Generator (STG) 

3. Air Cooled Condensor 

In addition to these three main equipments, the plant will have all necessary auxiliary 

system such as recirculating water system, water dematerializing plant, fire fighting system 

and electrical system including power distribution equipment. 

10.0 ENVIRONMENTAL PARAMETERS 

Existing environmental parameters were studied for three months i.e March - May 2011. 


10.1 Air Environment 

Baseline data: 

The existing air quality was measured at five locations within 10 Km radius of the project 

site. The prominent wind direction at the site was South West to North East during the 

study period. Two locations were selected in downwind direction where as One location was 

selected in the up wind direction from the site. The detail of the monitoring location with 

average concentration of each pollutant at these locations is given below: 

Table 4: Average values for air pollutants Unit µg/m 3 

Village Direction PM10 PM2.5 Sox NOx 

Near 

Project 

Site 

Impact study 

NW 83 33.1 6.8 14.71 

Padaria SE 95 34 6.38 15.8 

Kadodara SE 90 34.1 6.29 15.50 

Paniadara NE 86 33.6 6.17 13.75 

Aladar NE 51 27.2 4.46 12.89 

There will be an increase in SPM level along with Sox (from vehicle exhausts) due to 

transportation of construction material at site. During the construction activity the major 

impact on the air environment will be due to increase in the fugitive emissions. 

During operation phase the major air pollution creating source will be the stack attached to 

the Boilers and Crusher & screen house. The details of the stacks are as given in the table 

below: 


Table 5: Details of Main Stacks 

Stack attached to Boilers 

No. of stacks 2 

Stack height 130 m 

Diameter of stack 2.65 m 

Exit gas temperature 140 deg C 

Exit gas velocity 25 m/sec 

Pollution load 

Particulate matter 

SO2 

NOx 

9.94 g/s 

240.69 g/s (for two stacks) 

74.58 g/s 

Air pollution control measures Electrostatic precipitators 

Table 6: Details of fugitive emission stacks 

Stack attached to Crusher and screen house 

No. of stacks 1 

Stack height 30 m 

Diameter of stack 2 m 

Exit gas temperature 40 deg C 

Exit gas velocity 12 m/sec 

Pollution load 

Particulate matter 

3.705 g/s 

Air pollution control measures Bag filters 


Air quality modelling was done in order to evaluate PM10, Sox and NOx incremental short- 

term concentrations due to proposed project. These results are based on the considering 

the main stacks. The above data were used as input data for the modelling purpose. 

The incremental increase in the concentration of pollutants is given in the table below with 

superimposing the same on the existing baseline data. 

Pollutant Incremental 

Table 7: Resultant Concentrations Due To Incremental GLC* 

Concentration 

μg/m 3 

Baseline 

Concentration 

3 * 

μg/m 

Resultant 

Concentrati 

on μg/m 3 

Distance 

w.r.t. stack 

location 

PM 3.025 95 98.025 1.118 NW 

SOx 3.979 6.8 10.35 2.692 NW 

NOx 2.474 15.8 18.274 2.692 NW 

* GLC – Ground Level Concentration 

* - Maximum average concentration 

Mitigation measures 

Direction 

w.r.t. 

stack 

location 

Adequate stack heights will be installed for proper dispersion of the pollutants. Regular 

water sprinkling will be done for suppression of dust particles. Internal roads will be 

concreted to prevent fugitive emission. ESP shall be installed as air pollution control 

measure with the boiler stack. Bag filters shall be installed with stacks at crusher house 

and screen house. 

10.2 Water Environment 

Baseline data 

The existing water environment in the study area is rich with both ground and surface 

water. Total 3 nos. of sample of ground water and 4 nos. of surface water samples were 

collected to study the baseline water condition in and around the vicinity of the project site. 

Major parameters at the monitoring site is given in table below 


Table 8: Water monitoring location and major parameters 

Village Source pH TDS Chlorides Oil & Grease 

Padariya Ground water 7.1 133 37.8 BDL 

Kadodara Ground water 7.9 1922 945 BDL 

Paniadara Ground water 7.6 1905 945.36 BDL 

Padaria Surface water 7.7 478.59 189.1 BDL 

Kadodara Surface water 7.4 804.96 614 BDL 

Paniadara Surface water 7.6 707.35 425 BDL 

Salt pan Surface water 8.2 388.72 284 BDL 

The detail water balance diagram showing the water consumption and waste water 

generation is as given in figure below. 


Figure 1: Water Balance Diagram 


Impact study with mitigation measures 

Water for both the construction and operation phase will be sourced from Sardar Sarovar 

Narmada Nigam Limited. 

The major waste water generated in the proposed project will be reject from clarifier blow 

down, blow down from cooling tower & boiler, reject from ultra filtration, DM reject, 

regeneration from SAC, SBA and mixed bed. The waste water from these streams shall be 

drawn into neutralization pit. 

The waste water from coal handling and dust suppression, oil unloading washing area, 

plant washing and ash conditioning will be drawn in the collection pit after passing through 

oil separators and grit chambers for removal of suspended particulate matters and oil and 

grease. In collection pit, the waste water from the neutralization pit shall be mixed and 

dilution will be done. The major concern will be TDS level which shall be maintained below 

the GPCB norms. 

The water will be finally recycle back in the system for green belt development and dust 

suppression. 

10.3 Noise Environment 

Baseline data 

The noise level varies depending on the type of activities carried out in the surrounding 

area. The baseline noise environment was studied at the project site as well as the 

surrounding villages and the data are as tabulated below 

Sr.No. Sampling 

Table 9: Noise levels in study area 

Station - Code 

Day Times dB 

(Leq) 

Night Time dB 

(Leq) 

1 Near Project 

Site 

25.3 23.5 

2 Padariya 67.7 51.1 

3 Kadodara 66.8 34.8 

4 Paniyadara 62.3 40.3 

5 Aladar 62.3 35 


Impact study 

During the construction phase the major noise generation will be from the mechanical 

equipment installed at site for the construction work and noise due to vehicular movement. 

During operation phase the major noise generation will be from the mechanical equipments 

at the plant site mainly turbine and compressors. 

Mitigation measures 

Noise generating equipment shall be place in enclosed area equipped with silencers. 

The operators working in the high-noise areas shall be strictly instructed to use ear- 

muffs/ear-plugs. 

Green belt shall be developed to attenuate noise and the extent of green belt shall be as 

per CPCB guidelines. 

Training of personnel is recommended to create awareness about the damaging effects of 

vibrations; if PPEs are not used as regular practice while on duty. 

Regular noise monitoring on weekly basis will be carried out at the noise generating 

sources and the entry - exit gates of the plant. 

10.4 Land Environment 

The land use of the study area surrounding 10 Km from the proposed project site is given 

in the table below: 

Table 10: Land use/cover Categories Area Statistics within study area 

Sr. No. Description % Area Area in Ha. 

1 Built-up Residential 0.70 219.94 

2 Built-up Industrial 3.98 1249.37 

3 Salt Pan 19.55 6141.90 

4 Agricultural Land 37.56 11798.22 

5 Dense Scrub 0.43 134.75 

6 Open Scrub 9.00 2827.05 

7 Mudflats 15.71 4934.97 

8 Mangroves 3.10 972.55 

9 Lake/Pond 0.26 82.04 

10 Industrial Tank 0.06 19.99 

11 Creek 9.53 2992.44 


12 Water Harvesting Structure (KhetTalav) 0.13 42.27 

10.5 Solid Waste Generation 

Total 100 31415.51 

Fly ash will be generated as major solid waste due to usage of coal. The quantity of solid 

waste generated is as given below: 

Table 11: Solid waste details 

Type of Waste Quantity Storage/ Disposal Facilities 

Total ash generation 1977 MT/day with Indian coal 

287 MT/day with Imported coal 

Ash generated shall be reused by 

selling to local brick manufacturing/ 

cement manufacturing units. 

This solid waste will be sold to nearest brick manufacturing units/ cement manufacturers. 

10.6 Hazardous Waste Details 

Table 12: Hazardous waste details 

Type of Waste Quantity Storage/ Disposal Facilities 

Used resins 2 MT/annum Shall be stored in closed containers in 

covered room and later shall be sent 

for Secured TSDF site. 

Containers /barrels 40 nos/ annum Shall be stored in closed containers in 

covered room and later shall be sent 

to approve recycle/ sent back to 

supplier. 

Used oil/ Spent oil 1000 lit/annum Shall be sent to approved recycle/to 

TSDF site for suitable treatment 

Used oil shall be sent to approved recycle or sent to TSDF site for suitable treatment. And 

Containers shall be stored in closed containers in covered room and letter shall be sent to 

approve recycle or sent back to supplier. 


11.0 GREEN BELT DEVELOPMENT 

In order to reduce the air pollutants concentration and to reduce the wind blown dust to 

escape from the project premises to the near by localities and to resist the noise generated 

due to plant activity and as source to uptake the wastewater generated to some extent, it 

is recommended to develop green belt around the periphery of the plant, surrounding the 

coal storage yard, Ash dyke, and along the road side. There won’t be any relocation of 

existing trees in the near vicinity of the project site as far as possible. 

The total green belt area of about 42 acres has been demarcated for the proposed project 

in the layout. In addition to development of green belt within the premises the company is 

committed to carry out aforestation and biodiversity improvement programme in the 

surrounding villages. 

12.0 SOCIO ECONOMIC ENVIRONMENT 

Baseline data 

Positive impact 

• The major positive impact on the socio economic environment of the study area would 

be increase in the work opportunity. There would be more employment opportunities 

generated due to the upcoming power plant project both during the construction 

phase and operation phase. 

• Additional electricity generation will help in electrification of the villages, development 

of irrigation facilities and drinking water supply etc. apart from industrial and 

economic development. 

Negative impact 

• There may be change in the occupational pattern in the study area. 

It is anticipated that the impacts on parameters of human interest could be mitigated 

by proper implementation of the control measures indicated in the Environmental 

Management Plan for the proposed project. 

The details regarding fund allocation for next five years for the socio economic upliftment of 

the area is as given in the below: 


Year Budgetary allocation 

2012 20 lakhs 

2013 20 lakhs 

2014 20 lakhs 

2015 20 lakhs 

2016 20 lakhs 

13.0 CLEANER PRODUCTION DETAILS 

The following initiatives shall be taken under cleaner production for the proposed project: 

Control of Fugitive Emissions at the raw material and fly ash handling side 

Complete utilization of fly ash for cement/ brick manufacturing units. 

Near complete recovery and recycling of the fines in the materials handling train by 

increasing availability of the dust capturing devices, better operational control and 

preventive maintenance of the dust capturing devices 

Use of solar energy will be made wherever possible. Food preparation will be done in 

canteen using solar cookers. Electricity to light canteen, parking zone, office area will 

be generated vide solar energy. Solar heater will be installed at company guest house. 

For the proposed project initially 653.34 KL/day of water shall be required in cooling 

tower but in the later stages the water requirement will decrease due to use of recycle 

water. Only make up water will be required. Hence there will be conservation of water. 

The term cycles of concentration (COC) compares the level of solids of the recirculating 

cooling tower to the level of solids of the original raw make up water. The circulating 

water will have five times the solids concentration than that of the make up water, thus 

the cycles will be 5. 


14.0 ENVIRONMENT MANAGEMENT SYSTEM 

A full fledge environment management cell shall be developed at the proposed site with the 

entire necessary infrastructure. 

15.0 ENVIRONMENT MONITORING PLAN POST EC 

The main attributes for which monitoring shall be carried out are as below: 

1. Ambient air Quality 

2. Stack Emission 

3. Wastewater Quality 

4. Noise Level 

5. Hazardous Waste

e.aie.a[. ni[ vh)vT) siri>S {a[hvil} - Gujarat Pollution Control Board

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