fpNshpaz;l; nfkpfy;]; (,e;jpah) ypkpnll;;

குடிகாடு கிாம்>கடலூர் ; ாலட்டம்

cj;Njrpf;fg;gl;l cw;gj;jp jpwd;

ePy epwkpfs; 150 TPM-ypUe;J 275 TPM

&

,ilepiy nghUl;fs; 85 TPM-ypUe;J 115 TPM Mf

nghUl;fis Nkk;gLj;Jtjw;fhd

nrayhf;fj;jpl;lr; RUf;f mwpf;if

சுற்றுச்சூழல் ஆலலோசகர்

எபிசிடெக்ல ோலலப்ஸ்இந்தியோபிரரலவட்லிமிடெட் #2,இண்டாலதுதெரு,ெங்கம்காயனி,

அண்ணாநகர்மற்கு,தென்னன - 600 040

1. Kd;Diu

jpUthsh;fs; fpNshpaz;l; nfkpfy;]; (,e;jpah) ypkpnll; epWtdk;jkJ

cw;gj;jpahd il]; kw;Wk; ,ilepiy nghUl;fis Nkk;gLj;j cj;Njrpj;J

mjid S.No.158/1C> 1615B> 162/1> 162/3> 169/1> 170/2> 170/3> 170/4> 170/5>

171/1> 171/2 FbfhL fpuhkk;> flY}h; khtl;lj;jpyஏற்கனமலஅனந்துள்ர

ெது தொறிற்ொனயில் தெல்படுத்ெவுள்ரது .; ,e;j njhopw;rhiy>flY}h;

SIPCOT njhopy; tshfj;jpYs;s TANFAC kw;Wk; SHASUN Mfpa

epWtdq;fs; kj;jpapy; mike;Js;sJ. ,e;j jpl;lk; mike;Js;s ,lkhdJ

“rpwg;G ற்றும் ெீங்குறுதொறிற்ொனய gFjp” efh; Cuikg;G Jiwahy;

tiuaWf;fg;gl;Ls;sJ. MfNt ,e;j jpl;lj;ij mKy;gLj;j Rw;W R+oy;

kw;Wk;td mikr;rfj;jpd; (Ministry of Environment & Forest)Rw;Wr;#oy; jhf;f

kjpg;gPL mwpf;if> 2006 gb gl;bay; vz :5f Rw;Wr;#oy; jilapy;yh rhd;wpjo;

ngwg;glNtz;Lk;.

,jw;fhd Jhpj Rw;Wr; #oy; jhf;f kjpg;gPl;L mwpf;if jahh; nra;a>

jpUthsh;fs;fpNshpaz;l; nfkpf;fy;]; (,e;jpah) ypkpnll; epWtdkhdJ

,e;jpa ju eph;za fofk (Quality Council of India)-Njrpa fy;tp kw;Wk; gapw;rp

ju eph;za thupaj;jhy; (NationalAccreditation Board for Education and

Training) mq;fPfhpf;fg;gl;l jpUthsh;fs; Vgprpnlf;Ndh Nyg;]; ,e;jpah

g;iuNtl; ypkpnll; epWtdj;ij (M/s. ABC Techno LabsIndia Private Limited)

epakpj;Js;sJ. Rw;Wr;#oy; jhf;f kjpg;gPl;LMa;twpf;ifahdJ> Rw;Wr;#oy;

jhf;f kjpg;gPl;lwpf;if> 2006-d; topfhl;Ljypd;gbAk;> tiuKiw

Fwpg;Gfspd;(Terms of References) gbAk; jahhpf;fg;gl;Ls;sJ. Rw;Wr;#oy;

jhf;f kjpg;gPl;LMa;twpf;ifapd; Kf;fpa mk;rq;fs; ,r;nray;

jpl;lr;RUf;fj;jpy; tpsf;fg;gl;Ls;sJ.

2. jpl;lk; miktplk;

jpl;l miktplkhdJ glk; 1-y; fhl;lg;gl;Ls;sJ.

jpl;l miktplk; - glk; 1

3. jpl;lj;jpd; Rw;W Roy; tptuq;fs;.

1. ml;ra / jPh;f;f Nuif A 11°41'9.78"N 79°45'10.85"E

B 11°41'20.71"N 79°45'14.13"E

C 11°41'11.85"N 79°45'44.70"E

D 11°41'4.14"N 79°45'41.67"E

2. cauk; ( fly; kl;lj;jpw;F Nky;) 3ீட்டர்

3. ,aw;if epy mikg;G ெெரம்

4. epy mikg;G rpwg;G ற்றும் ெீங்குறுnjhopw;gFjp

5. MW / Fsq;fs; cg;gdhh; MW

6 mUfpYs;s neLQ;rhiy NH-45A (flY}h;-rpjk;guk;)

7 mUfpYs;s uapy; epiyak; flY}h; O.T. 4கிமயாீட்டர்

8 mUfpYs;s tpkhd epiyak; jpUr;rp -147கிமயாீட்டர்

9 mUfpYs;s efuk; flY}h; - 4.0கிமயாீட்டர்

10 mUfpYs;s JiwKfk; flY}h;-4.0கிமயாீட்டர்

11 kiyfs; 10கிமயாீட்டர் vy;iyf;Fs; ,y;iy

12 njhy;ypay; Ma;T uPjpaha;

cs;s Kf;fpa ,lq;fs;

10 கிமயாீட்டர் vy;iyf;Fs; ,y;iy

13 Njrpa G+q;fhf;fs;/

ruzhyaq;fs;

10 கிமயாீட்டர் vy;iyf;Fs; ,y;iy

14 xJf;fg;gl;l / ghJfhf;fg;gl;l

fhLfs;

10 கிமயாீட்டர் vy;iyf;Fs; ,y;iy

15 epy mjpu;T epy mjpu;T kz;lyk; -IIIy; tUfpwJ

16 uhZt jsq;fs; 10 கிமயாீட்டர் vy;iyf;Fs; ,y;iy

N;lhNgh tiuglk; - glk; - 2 y; fhl;lg;gl;Ls;sJ

N;lhNgh tiuglk; - glk; - 2

4. jpl;l tpsf;fk;

cj;Njrpf;fg;gl;l jpl;lkhdJ Vw;fdNt jahhpf;fg;gLfpd;w il]; kw;Wk;

,ilepiy nghUl;fs; உற்பத்ெிின்msit mjpfupg;gjhFk;. gh];l; fyh;

Ng]]; (Fast Colour Bases) kw;Wk; ehg;jhy (Naptol); Mfpait jahhpg;Gfs;

Nkw;nfhs;sg;glhJ. cw;gj;jp nghUl;fspd; ngah; kw;Wk; msTfspd;

tptuq;fs; Mfpait fPNo ml;ltid gLj;jg;gl;Ls;sJ.

வ. எண்

டபோருளின் டபயர்

தற்லபோது அளவு

(ென்/மோதம்)

cj;Njrpf;fg;gl;l

லசர்ரக (ென்/மோதம்)

டமோத்தம் (ென்/

மோதம்) Main Product

1. நீய நிமிகள்

(Blue pigment)

150 +125 275

2. இனடநினய

தபாருட்கள்

(Intermediates)

85 +30 115

3. gh];l; fyh; Ng]];

(Fast Colour bases)

20 -20 0

4. ehg;jhy; (Naptol) 30 -30 0

By-product

1. ஸ்தபன்ட் fe;jf

mkpyk;

(Spent Sulphuric Acid)

110

-- 2700

2. ஸ்தபன்ட்

னைட்மாFNyhupf;

mkpyk;

(Spent Hydrochloric acid)

100 --

600

3. மொடிம் னைமபா

(Sodium Hypo)

120 --

700

5. cw;gj;jp Kiw

நீல நிறமிகள் (Blue Pigment)

முழுன தபமாெ (crude) நீயநிம%yg;nghUs; kw;Wk; fe;jf

mkpyk;Mfpatw;Wld;caprylic mkpyம்Kd;dpiyapy tpidகயனில்(Reactor)

Nru;f;fg;gLfpwJ. tpid fydpy; ,Ue;J ntspahFk; nghUis

tbfl;b>சுத்ெம் தெய்படுகிமது .gpd;G>காத் ென்ன தகாண்ட

தபாருளுடன் மெர்த்து cyu னலக்க படுகிமது ;. cyh;e;j jpl nghUis

நடுநினய pHmstpw;Ff;தகாண்டு லந்து >Njitahdநீய

நிமிகள்ொரிக்கபடுகிமது. ,jdhy; ntspahFk; jput fopTfis Rj;jfhpg;G

epiyaj;jpw;F mDg;gg;படுகிமது ;.

,ilepiy nghUl;fs;

Hydroquinone, Hydrochloric mkpyk; rkepiyapy; tpizfydpy; Nru;f;f

Ntz;Lk;. ,f;fyitia> 60 bfpup nry;]pa]; c\;z epiyapy;>

FNshupNd\d; Vw;gLfpwJ. khjpupfis Nrhjid nra;J rupahd

FNshupdy; cz;lhdjh vd mwpag;gLfpwJ. ,t;tpiz Kbe;jTld;

jputk; tbf;fg;gl;L> ePuhy; fOtg;gLfpwJ.இந்ெ FNshudpy; NkhNdh

FNshNuh ngd;]pd ; உடன்மெர்த்து லடிகட்டி உய னலக்கபடுகிமது .

HQ + Cl2 + NaoH + Hcl + H2O Chloranil + Hcl + Hypo + (HCl + H2O)

jpl;lj;jpd; js tiuT glk; 3-y; Fwpg;gplg;gl;Ls;sJ.

jpl;lj;jpd; js tiuT glk; 3-

6.0 jpl;lj;jpd; rpwg;gk;rq;fs;

1 jpl;lj;jpd; tiuT Nkk;gLj;jg;gl;l cw;gj;jpahd ePsk; rhak; kw;Wk;

,ilepiy nghUl;fs;

2 epyk; Njit ,j; cj;Njrpf;fg;gl;l jpl;lk; Vw;fdNt mike;Js;s

njhopw;rhiyapy; nray; gLj;jglTs;sJ. ,jw;F

Njitahd epyk; (76.29) cs;sjhy; Gjpa epyk;

Njitapy;iy.

3 epyg;gad;ghL gad;ghL ெற்மபாது உள்ரநிய பன்பாட்டின்அரவு(ெது ீட்டர்)

உத்மெெிக்கப்பட்ட மெனல (ெது ீட்டர்)

nkhj;jk;

gad;ghL

(ெது ீட்டர்)

cw;gj;jp fl;blk; 6591.78 297 6888.38

Jiz

fl;blq;fs;

21006.34 - 21006.34

Nrkpf;Fk; ,lk;

6487.84 - 6487.84

rhiyfs;

8842.66 - 8842.66

tz;bfs;

epWj;Jkplk;

189.64 - 189.64

gRik tisak;

94325 - 94325

vjph;fhy Njit

14274.49 - 14274.49

kPjk; 136532.25 - 136235.25

nkhj;jk;

288250 288250.00

,j;jpl;lk;

murhq;fj;jhy;

eph;zapf;fg;gl;l

njhopy;

tshfj;jpw;Fs;

mike;Js;sjh>

Mk; vdpy;

jkpo;ehL muR

Miz vz;iz

Mk;> ,e;j jpl;l ,lk; Fwpg;gplg;gl;l rpwg;ghd kw;Wk;

mghafukhd njhopy;

tshfj;jpDs;gad;gLj;jg;gLfpwJ.

G/O Ms.No.1730 dated 24-07-1974.

Fwpg;gplTk;.

4 kdpj rf;jp ெற்மபாது– 250 Nos. உத்மெெிக்கப்பட்ட மெனல– 150 Nos. nkhj;jk – 400 Nos.(xg;ge;jj; njhopyhsh;fs; cs;gl tphpthf;fj;jpw;F gpwF)

5 vhpnghUs;

gNahgphpf;nfl;> Bry;kw;Wk; gu;d]; Mapy;

6 tUlj;jpw;F

Njitahd

vhpnghUs;

msTfs;

t.vz; tpguk; Njitahd msT

jw;NghJ tpupthf;fg;gl;l

gpwF

1

gNahgphpf;nfl;(ென்/மோதம்)

775.0 1125.0

2

gu;d];

Mapy;(fp.yp /

khjk;)

35.0 35.0

3 Bry;

(fp.yp / khjk;) 45.0 65.0

7

kpd; rf;jp

2000fp.th (jkpo;ehL kpd;cw;gj;jp kw;Wk;

kpd; gfpu;khd fofk;(TANGEDCO)

fhg;G kpd; Mjhuk;- Bry; kpd; cw;gj;jp ,ae;jpuk;-3

Nos(200,860,1050 fp.thy;l).

8 நீர் ஆொம் epyj;jb ePh; kw;Wk; SIPCOT

9 நீர் மெனல t.vz; tpguk; Njitahd msT jw;NghJ tpupthf;fg;

gl;l gpwF

1 cs;Njit 56>000

91>000

2 cw;gj;jp 910>000

10>50>000

3 ryit/Rj;jk;

nra;jy; 25>000

25>000

4 b.vk;.gpshz;l; 64>000

96>000

5

கூலிங்டவர்gad;ghl;bw;fhf

60>000 90>000

nkhj;jk; 1115000 1352000

tpupthf;fj;jpw;F gpwF ePhpd; Njit 1>352.0

10 fopT ePh;

cUthf;fk;

Rj;jfhpg;G kw;Wk;

ntspNaw;wk; (ehs;

xd;Wf;F)

லனக ெற்மபாது tpupthf;fg;gl;lgpd;

Rj;jpfupg;G

kw;Wk;

ntspaPL

fopT ePh;

(sewage)

48 KLD 77 KLD jw;NghJ fopTePH;

Rj;jpfupg;G

epiyak;(110

KLD)

njhopw;rhiy

fopTePh;

877 KLD 1177 KLD njhopw;rhiy fopTePH;

Rj;jpfupg;G

epiyak;

(1800KLD)Rj;jpfhpg;G

epiyaj;jpy;

Rj;jfhpg;G

nra;ag;gl;L

பன்படுத்ெபடும்)

fopT ePh;

Rj;jfhpg;G

fopTePH; Rj;jpfupg;Gepiyak;(110KLD)Rj;jpfhpg;G epiyaj;jpy; Rj;jfhpg;G nra;ag;gl;L jhtu tsh;g;Gf;F gad;gLj;jg;gLk;)

Rj;jpfhpf;fg;gl;l

ePh; ntspNaw;Wjy;

Njitf;F mjpfkhd Rj;jpfhpf;fg;gl;l fopT ePh; (973 KLD) flYf;F mDg;gg;gLfpwJ.

11 jpl;lf;fopT

cUthf;fk;

kw;Wk; Nkyhz;ik

வரக தற்லபோது உத்லதசிக்கப்பட்ெ

ntspaPL

njhopw;rhiy mghaf; fopTfs;

Rj;jpfhpg;G

epiyaj;jpy ;

fpilf;fg;ngWk;jp

lf; fopTfs;

1400

TPA 4500 TPA (34% mjpfg;gb

ahd

fopT ePh;

mjpfhpg;g

jhy; 3

Kiw

jplfopT

cz;lhfp

wJ

jkpo;ehL fopT

Nkyhz;ik

epWtdj;jpw;F

mDg;gg;gLk;.

mghakhd jplf;fopTfs; /urhadk;

cs;sNjitapy;yhnfhs;fyd;fs;

Njitapy;yhj

Nguy;fs; /

iydh;

10TPA 10TPA kWRow;rpahsh;fsplk;

tpw;fg;gLk;

fhypahd

i`l;NuhFNdh

d; fhfpj igfs;

5 TPA 7TPA (+2) ($Ljyhf)

jkpo;ehL fopT

Nkyhz;ik

epWtdj;jpw;F

mDg;gg;gLk;.

gad;gLj;jg;gl;l

kpQ;rpa

vz;iz

2.73

TPA 3.5 TPA (0.77) ($Ljyhf)

kWRow;rpahsh;f

splk;

tpw;fg;gLk;

mghakpy;yh jplf; fopTfs;

kf;ff;$ba

fopTfs;

30

kg/day 50

kg/day cs;@h;

Njitf;F

gad;gLj;jg;gL

k;.

kWRow;rp

nra;af;$ba

jplf;fopTfs;

4 TPD 4.5 TPD kWRow;rpahsh;fsplk;

tpw;fgLk;.

ke;jf;fopTfs;

1.8 TPD 2.0 TPD epyj;jpy; Gijf;f mDg;gg;

gLk;

Rj;jpfhpg;G

epiyaj;jpy ;

(STP) fpilf;fg;ngWk;jp

lf; fopTfs;

90

kg/day 120

kg/day cukhf;fg;gLk;.

nfhjpfyd;

rhk;gy;

1600

kg/day 2400 kg/day

tptrhak; kw;Wk;

nrq;fy;

cw;gj;jpf;Fk;

mDg;gg;gLfpwJ

12

gRik tisak;

94>325 ெது ீட்டர் (33%)

13 ,j;jpl;lj;jpw;F

tpy;yq;fk;

/ePjpkd;w tof;F

VJk; cs;sjh?

,y;iy

14 jpl;lj;jpd; kjpg;G jpl;lj;jpd; nkhj;jkjpg;G1475 ,yl;r &ghahf fzf;fplg;

gl;Ls;sJ. ,jpy; 150 ,yl;r &gha; Rw;Wr;#oy;

Nkyhz;ikfSf;fhf xJf;fg;gl;Ls;sJ.;

7.0. Rw;Wr;Roy; gw;wp tptuk;

khh;r; - Nk 2013 tiuapyhd Nfhil fhyj;jpy; (3 khjq;fs;) gy;NtW

Rw;Wr;R+oy; $WfSf;fhd Kjd;ik mbg;gil Rw;Wr;R+oy; Ma;Tfs;

elj;jg;gl;ld.

7.1 thdpiy

Ma;Tf;Fl;gl;l fhyj;jpy; mjpfk; kw;Wk; Fiwe;j ntg;gkhdJ 34”C kw;Wk;

27” C fhw;wpd; jpl;lg;gFjp fhw;wpd; juj;jd;ik

kj;jpa khRf;fl;Lg;ghl;L thhpaj;jhy; eph;zapf;fg;gl;l Njrpa R+o;e;Js;s

fhw;wpd; juepiy msTf;Fs;NsNa cs;sJ vd fz;lwpag;gl;lJ. NkYk;

CCIL mth;fs;> jq;F Gif kw;Wk; tpiutpy; MtpahFk; Gifapd;

msTfis>MOEF / NABLMa;Tf;$lq;fs; %yk; Nkw;nfhs;sg;gl;lJ. ,it

ahTk; Fiwe;jgl;r mwpag;gLfpd;w msit tpl FiwthfNt cs;sJ.

7.3. xyp (rj;jk;/,iur;ry;) epiy fzf;nfLg;G

Ma;Tf;F Njh;e;njLf;fg;gl;l gFjpapy; MW ,lq;fspy; xyp epiy

fz;fhzf;fg;gl;lJ. Jpl;lg;gFjpapy; mjpfgl;rkhd 52.8 nlrpgy;

gjpthfpAs;sJ. Fiwe;jgl;rkhd 48.2 nlrpgy; Nrlg;ghisaj;jpy;

gjpthfpAs;sJ. ,Ug;gpDk; gjpT nra;ag;gl;l midj;J msTfSk; kj;jpa

khRf; fl;Lghl;L thhpaj;jhy; eph;zapf;fg;gl;l epiy msTf;Fs;shfNt

cs;sJ vd fz;lwpag;gl;lJ. NkYk; jkpo;ehL khRf; fl;Lg;ghl;L

thhpaj;jhy; Nrhjid nra;ag;gl;l msT njhopw;rhiyfSf;fhd

eph;zapf;fg;gl;l msTf;Fs;shfNt cs;sJ.

7.4. ePh;r; #oy; :

Ma;Tf;fhf MW epyj;jb ePh; khjphpfs; kw;Wk; %d;W Nkw;gug;G ePh; khjphpfSk;

vLf;fg;gl;L Ma;T nra;ag;gl;ld. ,t;tha;tpd; KbTfs;; fPNo

nfhLf;fg;gl;Ls;sd.

epyj;jb ePh; :

ePhpd; fhuj; jd;ik 6.4 „ 7.3 MfTk;> kpd; flj;jy; jpwd; 360-

1190µmhos/cm MfTk; cs;sJ. NkYk; fiue;Js;s nkhj;jk; jpz;k

nghUl;fs; (Total Dissolved Solids) msT 208-709 mg/lMfTk; cs;sJ.

NkYk; ry;Ngl;> iel;Nul;> G@iuL Mfpa nghUl;fspd; msTfs; ,e;jpa ju

eph;za (BIS) epiy msTf;Fs;shfNt cs;sJ.

Nkw;gug;G ePh; :

ePhpd; jd;ik rw;W fhuj; jd;ikahfNt cs;sJ. ePhpd; fiue;Js;s

Mf;]p[dpd; msthdJ 5 mg/lNkyhfNt cs;sJ. ,jdhy; Nkw;gug;G ePhpd;

jd;ikahdJ ePh; tho; caph;dq;fSf;F Vw;witahffz;lwpag;gl;Ls;sJ.

Nkw;gug;G ePhpy; Ez;Zaph;fs; ,Ug;gJk; fz;lwpag;gl;Ls;sJ.

7.5 kz;tsk;

MW ,lq;fspy; kz; khjphpfs; vLf;fg;gl;L Nrhjid nra;ag;gl;lJ.

vLf;fg;gl;l kz;zpy; fhuj;jz;ik rw;W mjpfkhf ,Ug;gJ

fz;lwpag;gl;lJ. Kz;zpd; mikg;ghdJ kzYk; fspkz;Zk; fye;j

fyitahf cs;sJ.

7.6 Rw;W #opypay;:

jpl;lg;gFjpapy; ve;jnthU ghJfhf;fg;gl;l Ntz;ba / moptpd;

Mgj;jpypUf;Fk; caphpdkk; fz;lwpag;gltpy;iy. NkYk; jpl;lg;gFjp kw;Wk;

mijr; Rw;wpAs;s 10.fp.kPRw;wsT gFjpapy; ve;jnthU Njrpa

G+q;fhNthtdtpyq;FruzhyaNkh> Gypfs;/ahidfs; trpg;gplNkh

gwitfs; ,lk; ngaUk; topg;ghijfNsh ,y;iy.

8.0 r%f nghUshjhu #oy;

2011-k; Mz;L Nkw;nfhs;sg;gl;l kf;fs; njhiff;fzf;nfLg;gpd;gb>

jpl;lg;gFjpiar; Rw;wpAs;s 10.fp.kP Rw;wstpy; 92>234 egh;fs; trpf;fpd;wdh;.

,jpy; Mz;fs; 51.32 tpOf;fhLk;> ngz;fs; 48.69 tpOf;fhLk cs;sdh;.

Xt;nthU tPl;bYk; ruhrhpahf 4.52 Ngu; trpg;gjhf fzf;fplg;gl;Ls;sJ.

NkYk; ,g;gFjpapy; thOk; kf;fs; njhifapy; 34.2 tpOf;fhl;bdu;

jho;j;jg;gl;l r%fj;ij rhh;e;jth;fs; vd;Wk;>0.31 tpOf;fhl;bdu;

goq;Fbapdh; vd;Wk; fz;lwpag;gl;Ls;sJ. NkYk; 2011 kf;fs; njhif

fzf;nfLg;gpd; gb> nkhj;j kf;fs; njhifapy; 42.92 tpOf;fhl;bdh; njhopy;

rhh;e;j மலனய nra;gth;fshfTk,; 57.08 tpOf;fhl;bdh; Ntiy tha;g;G

ொாெலர்கராகcs;sdu;. ,e;j gFjpapy; trpf;Fk; 55.32 tpOf;fhl;bdh; fy;tp

mwpT ngw;wth;fs; Mtu;.

8.0 vjph;ghh;f;fg;gl;l tpisTfs; kw;Wk; jLg;G eltbf;iffs;:

cj;Njrpf;f gl;Ls;s jpl;lj;jpd; ghjpg;ig Rw;Wr;#oy; ghjpg;G kjpg;gPl;L FO

%yk; fz;lhpag;gl;Ls;sJ. Vw;glf;$ba jhf;fq;fs; kw;Wk; ve;j jhf;fq;fs;

cldbahf kl;Lg;gLj;j Ntz;Lk; vd;gJ Rw;Wr;#oy; ghjpg;G kjpg;gPl;L FO

%yk; tiuaUf;fg;gl;lJ.jLg;G eltbf;iffs; nray;gLj;Jk; Kd;

Rw;Wr;#oy; jhf;f kjpg;gPL mwpf;ifapd; %yk; R+oypd; jhf;fk; mwpag;gl;lJ.

fpisfs; rhj;jpakhd

vjph;kiw

jhf;fq;fs;

rhj;jpakhd

%yfUf;fs;

kl;Lg;gLj;Jk;

eltbf;iffs;

fUj;Jf;fs;

epyj;jb

ePh;

tsq;fs;

epyj;jb ePhpd;

rpijT

epyj;jbePhpd;

rhuhk;rk;

tshfj;jpDs;

NghJkhd

msTkioePh;

Nrfhpg;Gj;jpl;lk;

kw;Wk; rpfpr;ir

gLj;jg;gl;l fopT

ePh; kWRow;rp %yk;

ePh; ghJfhg;G

-

ePhpd; juk; ePhpd; juk;

rhpT

fopT ePh;

ntspNaw;wk;

Vw;fdNt fopT ePh;

Rj;jpfhpg;G epiyak;

TNPCB

ghpe;Jiuf;fg;gl;l

ePhpd; juj;ij

mila

toq;fg;gl;Ls;sJ.

Rj;jpfhpf;fg;gl;l

ePh;> Njhl;ljpw;F

gad;gLfpwJ.

Gy;NtW Miy

பகுெிகரில்

,Ue;J fopT ePh;

ntspNaw;wk;

சுத்ெிகரிக்கப்பட் பகுெி கறிவு நீர் தொறிற்ொனய று சுறற்ெிாக பன்படுத்ெப்படும்

fhw;wpd; காற்மில் புனக மபாக்கி மபாதுான அரவு த்ெி ாசு

juk;; நுண்ணி

துகள்கள்,SO2

, Nox

mjpfhpj;jy;

மூயம் தலரிமறும் ாசு ற்றும் தொறிற்கூடத்ெில் தலரிமறும் ாசு

உம் தகாண்ட புனக மபாக்கி ற்றும் புனக ாசு நீக்கி அனத்ெல்

கட்டுபாட்டு லாரிம் நிர்ணித்ெென்னக்கும் லாமக்கரின் ாசு குனமலாகமல இருக்கும்

efuhl;rp

jplfoptp

d;

cw;gj;jp

epyj;jbePh;

kw;Wk;

kz;zpd;

tsj;jpy;

ghjpg;G

cztfq;fs;

kw;Wk;

njhopw;rhiyapD

s; cw;gj;jpahFk;

fopTfs;.

Cw;gj;jpahFk;

efuhl;rp

jplf;fopTfs;

kf;Fk; Fg;ig

க்காெ குப்னப என பிரிக்கப்பட்டு உள்ராட்ெி அனப்புக்களுக்கு அனுப்பப்படுகிமது

mghafu

kpy;yhj

jplf;fopT

fs;

cw;gj;jp

kz; juk;

kw;Wk;

epyj;jb ePh;

jhf;fj;ij

nghWj;J

njhopy;

eltbf;iffspyp

Ue;J

STP kw;Wk;

WWTP –apypUe;J

mghafu kpy;yhj

jplf;fopTfs;

filfhuh;fsplk;

tpw;fg;gLfpwJ.

STP kw;Wk; WWTP-apypUe;J tUk;

fopTfs; kw;Wk;

gha;yhpy; ,Ue;J

tUk; rhk;gy;

Njhl;lj;jpw;F

cukhf

gad;gLj;jg;gLfpw

J.

9.0 Rw;WR+oy; fz;fhzpg;G jpl;lk;:

Rw;Wr;R+oypd; khjphp vLj;jy; kw;Wk; Ma;T kj;jpa khR fl;Lg;ghl;L thhpak; /

jkpo;ehL khRfl;Lg;ghl;L thhpak; tofhl;Ljypd;gb ,Uf;Fk;.

10.0 $Ljy; Ma;Tfs;-,lh; kjpg;gPL kw;Wk; NguopT Nkyhz;ik jpl;lk;.

G+h;thq;f ,lh; kjpg;gPl;bd; gb ve;j xU mghafukhd efo;Tfs; Miyapd;

vy;iyapDs; epfotpy;iy. Miyapd; ntspNa cs;s Nrjj;jpd; msT kw;Wk;

miy thpirfs; kpfTk; FiwT vd;W kjpg;gplg;gl;Ls;sJ. mghafukhd

epfo;Tfs; kw;Wk; nghJ ,lh;fs; NghJkhd mstpy; fz;fhzpf;fg;gLk;.

,e;j mghaq;fis Fiwf;f NguopT Nkyhz;ik jpl;;lnkd;W

jahhpf;fg;gl;Ls;sJ. nghWg;Gfis tiuaWf;Fk; tifapy; ,e;j jpl;lk;

epWtg;gl;Ls;sJ.

11.0 jpl;lj;jpd; ed;ikfs;

cyf njhopy; Ma;thsh;fspd; $w;wpd; gb 2017 Mz;Lfspy; nraw;if

epwkpfs; kw;Wk; rhaq;fs; njhopw;rhiyfspd; jahhpg;G 10 kpy;ypad; ld;fis

vl;Lk;. ,jd; %yk; kpy;ypad; Ntiytha;Gfs; cUthFk;. NkYk;> ,e;j

cj;Njhpf;fg;gl;l jpl;lj;jpd; %ykhf mUfhikapYs;s r%f fl;likg;G

trjpfs; nkd;NkYk; Kd;Nzw tha;g;Gfs; cUthFk;. ,j;jpl;ljhy; Rw;wp

trpf;Fk; kf;fs; kiwKfkhfTk; gad; ngWthh;fs;. CCIL mth;fs;>

,j;jpl;lj;jpd; gFjpahf Mz;LNjhWk; epjp xJf;fPL nra;J mjid

mUfhikapYs;srKjha Kd;Ndw;wj;jpw;fhf gad;gLj;j

cWjpaspf;fpwhh;fs;.

12.0 Rw;Wr;#oy; Nkyhz;ik jpl;lk;

cj;Njrpf;fg;gl;l ,e;j jpl;lk; Rw;Wr; #oy; jhf;f kjpg;gPl;by; rpghhpRfs;

nra;ag;gl;l jLg;G eltbf;iffis tho;ehs; KOtJk; filgpbf;f cWjp

nra;ag;gLk;.

13.0 KbTiu:

,jd; %yk; Rw;Wr;#oy; rKfk; kw;Wk; nghUshjhu jhf;fq;fs;

fz;lwpag;gl;lJ. cj;Njrpf;fg;gl;l jpl;lj;jhy; mjd; Rw;Wr;#oypy;

jhf;fj;jpd; tpspk;G xusT fz;lwpag;gl;lJ Mifahy;> cjNjrpfg;gl;l

Rw;Wr;#oy; Nkyhz;ik jpl;lj;jpd; %yk;> ,e;j jhf;fq;fs; rhp nra;ag;gLk;.

,j;jpl;lj;ij mKy;gLj;Jtjd; %yk; Neh;Kf kw;Wk; kiwKf Ntiy

tha;g;Gfs; vd eyk; ngw jhf;fq;fs; cz;L. kdpjdpd; tho;if juk;

caUk;.fpshhpaz;l; nfkpf;fy;]; ,e;jpah ypkpnll; mth;fs; Rw;Wr;#oy;

Kd;Ndw;wj;jpw;fhf CREP topfhl;Ljypy; cs;s rpghhpRfis mKy;gLj;j

jq;fspd; gq;fspg;ig cWjpAld; nray;gLj;Jfpwhh;fs;.NkYk; fpshhpaz;l;

nfkpf;fy;]; ,e;jpah ypkpnll; mth;fs; jq;fspd; njhopw;rhiyfspd;

Rw;wpAs;sfpuhkq;fspd; Kd;Ndw;wj;jpw;fhf gy;NtW r%f eyg;gzpfis

Nkw;nfhs;fpwhh;fs;.

CLARIANT CHEMCIALS [INDIA] LIMITED,

CUDDALORE-607005.

R.S. Nos. 158/1C, 161/5B, 162/1, 162/3,169/1, 170/2, 170/3, 170/4, 170/5, 171/1 & 171/2,

Kudikadu village, Cuddalore Taluk, Cuddalore District

EXECUTIVE SUMMARY

FOR

PROPOSED EXPANSION IN THE PRODUCTION

CAPACITY OF

BLUE PIGMENTS FROM 150 TPM TO 275 TPM

&

INTERMEDIATES FROM 85 TPM TO 115 TPM.

ENVIRONMENTAL CONSULTANT

ABC TECHNO LABS (INDIA) PRIVATE LIMITED, #2, SECOND STREET, THANGAM COLONY,

ANNA NAGAR WEST, CHENNAI – 600 040

CLARIANT CHEMCIALS [INDIA] LIMITED, CUDDALORE-607005.

EXECUTIVE SUMMARY

1.0. Introduction

M/s. Clariant Chemicals (India) Limited [CCIL] has proposed to enhance

their production capacity of dye & dye intermediate products at their existing

facility located at Survey Nos.158/1C, 161/5B, 162/1, 162/3, 169/1, 170/2,

170/3, 170/4, 170/5, 171/1 & 171/2, Kudikadu village, Cuddalore Taluk &

District. The existing plant is located between M/s. TANFAC Industries Ltd and

M/s. Shasun Pharmaceuticals Ltd in SIPCOT Industrial Complex, Cuddalore.

The project site is also classified as Special & Hazardous Industrial Use Zone

by Directorate of Town & Country Planning, Government of Tamil Nadu. Since

the facility is proposed for increasing the production of Dyes & Dye

intermediate products, it requires Environmental Clearance from Ministry of

Environment and Forest (MoEF) under Category ‘A’ in the Schedule 5(f) of

EIA Notification 2006 to commence the expansion activity.

In this regard, M/s. Clariant Chemical India Limited has appointed

M/s. ABC Techno Labs India Private Limited accredited by National

Accreditation Board for Education and Training (NABET) - Quality Council of

India (QCI) to conduct Environmental Impact Assessment study for the

proposed project. The EIA report has been prepared based on the guidelines

prescribed under EIA notification, 2006 and Terms of References (ToR).

2.0 Project Location & Setting

The location map of the project site is shown in Fig. 1.

Fig. I Location map of the project site

3.0. Environmental Settings of the project site

The environmental settings of the project site are given below.

1 Co-ordinates of all four

corners Latitude Longitude

Corner A 11°41'9.78"N 79°45'10.85"E

Corner B 11°41'20.71"N 79°45'14.13"E

Corner C 11°41'11.85"N 79°45'44.70"E

Corner D 11°41'4.14"N 79°45'41.67"E

2 Site Elevation above

MSL

3 m

3 Topography Plain

4 Land Use

Classification

Special & Hazardous Industrial Use Zone as per DTCP

5 River / Reservoir Uppanar River – 0.1 Km

Bay of Bengal – 2.0 km,

6 Nearest High way NH-45A Connecting Cuddalore & Chidamabarm

7 Nearest Railway

Station

Cuddalore Old Town -4 Km

8 Nearest Airport Trichy Airport – 147Km

9 Nearest Town /City Cuddalore – 7.0 Km

10 Nearest Sea port Cuddalore – 4.0 Km

11 Hills / valleys Nil in 10 km radius

12 Archaeologically

important

places

Nil in 10 Km radius

13 National parks /

Wildlife

Sanctuaries

Nil in 10 Km radius

14 Reserved / Protected

Forests

Nil in 10 Km radius

15 Seismicity Seismic zone-II as per IS-1893 (Part-1) - 2002

16 Defense Installations Nil in 10 Km radius

The Topo Map is shown I Fig.II.

Fig. II Topo Map

4.0. Project Description

The proposed project is capacity enhancement of manufacturing of various dyes

and dyes intermediates. Besides, the production of Fast Colour Bases (FCB) and

Naphthols will be stopped and their utilities will be in standby mode.

The details of products along with its production capacity are summarized as

below.

S.

No

Name of the

product

Existing

Quantity (a)

(Tons /Month)

Proposed

Additional

(Tons/ Month)

After Expansion

(Tons /Month)

Main Product

1. Blue

Pigments

150 +125 275

2. Intermediates 85 +30 115

3. Fast Colour

Bases

20 -20 0

4. Naphthols 30 -30 0

By-product

1. Spent

Sulphuric

acid

110b

-- 2700c

2. Spent

Hydrochloric

acid

100b --

600c

3. Impure

Sodium Hypo

Chlorite

120b --

700c

a – The quantity which is given in existing consent order

b – It is based on the calculation of original (commercial) concentration. It is for

Sulphuric acid – 98%, Hydrochloric acid – 33 % & Hypo- 48 %

c - Now, it is reconsidered as spent concentration. For Sulphuric acid (18-25%),

Hydrochloric acid (15-20%) & Hypo (8-12%).

5.0. General Manufacturing process

Blue Pigments:

Crude blue (Phthalocyanine named as crude blue) is acid pasted with

Concentrated Sulphuric acid in the presence of Caprylic acid in a glass lined

reactor. Pasted mass is drowned through aspirator nozzles, filtered and washed

to neutral. Additive/Alkali treatment of the neutral press cake is done and it is

washed in filter press up to neutral and the resultant wet cake is dried. The

power is blended to give Pigment Blue. The mother liquor and the washings are

sent to the ETP for treatment and disposal.

Intermediates

This process is a chlorination process. Hydroquinone is charged in

Hydrochloric acid medium. Raw materials are charged as per stoichiometric

balance. After charging the mass is heated to 60 degree centigrade and

chlorination started, chlorination continues till the process gets completed.

Process samples are taken and conform to the complete conversion of raw

materials. During this reaction the mother liquor is filtered and washed. The

crude chloranil is purified with Mono Chloro Benzene (MCB) and then filtered,

dried and packed in closed drum in an auto packing section. The process flow

block diagram for the production of Chloranil is given in figure.

HQ+ Cl2 + NaoH + HCl +H2O-------->Chloranil + HCl + Hypo + (HCl+H2O)

The Layout of the project site is shown in fig. III.

6.0. Salient Features of the proposed project

Item Description Details

Project Proposal Expansion of production capacity of Pigment Blue and

Intermediates

Land requirement:

(if expansion state

additional land

requirement)

It will be established in existing factory facility. CCIL have

adequate land (76.2 Acres) for Expansion.

There is no need of procurement of additional land.

Break-Up of Land-

Use of project site S. No. Land use

Area (Sq.m)

Existing Proposed

Additional

After

Expansion

1 Production

buildings 6,591.78 297.00

6,888.78

2 Ancillary /

supporting

buildings

21,006.34 -- 21,006.34

3 Storage

area

6,487.84 -- 6,487.84

4 Road area 8,842.66 -- 8,842.66

5 Parking

area

189.64 -- 189.64

5 Green belt

area

94,325.00 -- 94,325.00

6 Future

expansion

area

14,274.49 -- 14,274.49

7 Remaining

open area

1,36,532.25 -- 1,36,235.25

Total 2,88,250.0 -- 2,88,250.0

Whether project

located in the

notified Industrial

area, If yes, furnish

copy of the

notification issued

by the State Govt

Yes, The project site is notified as Special & Hazardous

Industrial Use Zone

GO Ms. No. 1730 dated 24-07-1974.

Man Power

Requirement

The existing man power - 250 No. of workers

(General and three shifts).

Additional man power requirement - 150 Nos.

Total number of employees (including contract workers) after

expansion will be 400.

Fuel to be used Bio-briquettes,High Speed Diesel and Furnace Oil

Quantity of Fuel

Required per

Annum

S.

No.

Description Requirement

Existing After Expansion

1. Bio-briquettes

(MT/Month) 775.0 1125.0

2. FO (KL/Month) 35.0 35.0

3. HSD (KL/Month) 45.0 65.0

Power

Requirement/Source

The total power requirement of the existing plant is about 1530

KVA which is being sourced from Tamil Nadu Generation and

Distribution Corporation Limited (TANGEDCO). After the

proposed expansion an additional power of 470 KVA will be

required which will also sourced from TANGEDCO. Total

requirement power after expansion is 2000 KVA.

As back-up power 3 Nos of DG sets having capacity of 200

KVA, 860 KVA & 1050 KVA are available in the existing plant.

For the expansion activity, no DG set is proposed

Source of Water SIPCOT Water Supply + Borewell

Quantity of water

requirement:

S.

No.

Description Requirement in Litres

Existing After Expansion

1. Domestic 56,000.0 91,000.0

2. Process 910,000.0 10,50,000.0

3. Washing/Cleaning 25,000.0 25,000.0

4. DM Plant 64,000.0 96,000.0

3. Cooling Tower Make

up

60,000.0 90,000.0

Total 11,15,000.0 13,52,000.0

Fresh Water

Requirement after

Expansion in KLD

1,352.0

Quantity of

industrial effluent

generation and

domestic

S.

No.

Waste

water

Type

Generation

quantity in KLD

Treatment System

Existing After

expansion

Existing After

Expansion

wastewater

generation

1. Sewage 48.0 77.0 Existing STP

(Capacity – 110 KLD)

2 Trade

Effluent

877.0 1177.0 Existing WWTP

(Capacity – 1800

KLD)

Sewage Treatment Sewage Treatment Plant with a capacity of 110 KLD. The treated

wastewater will be reused for Green Belt Development.

Disposal of treated

effluent

The surplus treated water (973 KLD) will be disposed to Sea.

Details of hazardous

waste generation

S.

No.

Type of

Waste

Quantity of

generation

Disposal method

Existing

Proposed

Expansion

(Change)

Hazardous Waste

1 Chemical

Sludge

from

Waste

water

treatment

1400

TPA

4500 TPA

(34%

increased

waste

water

generation

and sludge

3 times )

Disposed to

Cement Units for

co-processing and

Tamil Nadu

Waste

Management

Limited

(TNWML) for

Land Fill

2 Discarded containers/ barrels/liners used for hazardous

waste chemicals

(a) Discarded

Barrels/ Liners

10 TPA 10 TPA

(No

Disposed to

authorized

Change) Agencies.

(b) Empty

Hydroquinon

e paper bags

5 TPA 7 TPA

(+2)

Disposed to

TNWML for

Incineration

3 Spent / used

oil

2.73

TPA

3.5 TPA

(0.77

additional)

Disposed to

CPCB authorized

recyclers

Non - Hazardous Waste

1 Bio-

Degradable

30

kg/day

50 kg/day Disposed to Local

Body

2 Recyclable 4.0 TPD 4.5 TPD Disposed to

Authorized

recyclers

3 Inert

Materials

1.8 TPD 2.0 TPD Landfill & Road

maintenance

4 Bio-sludge

from

STP and

Aeration

Tank

90

kg/day

120 kg/day Used as manure

for green belt

development

5 Boiler Ash 1600

kg/day

2400

kg/day

Disposed to Local

farmers and

Brick

manufacturers.

Greenbelt area 94,325.00 Sq.m (33%)

Any litigation/Court

case

pertaining to the

project:

No

Cost of the project The total cost of the proposed project was estimated to be Rs.

1475 Lakhs [Recurring cost for EMS – Rs. 150 Lakhs

7.0. Description of Environment

Primary baseline environmental monitoring studies were conducted during three

(3) months from March 2013 to May 2013 representing summer season and

details are as follows:

7.1. Meteorology

The maximum and minimum temperatures recorded during the study period are

34°C and27°C. The relative humidity found varying from 21.0 to 100.0. The

predominant winds aremostly from ESE (14.0%), SE (14.0%) and SSW (11%)

directions. A total of 42.2 mm rainfall was recorded during study period.

7.2. Ambient Air Quality

To establish the baseline status of the ambient air quality in the study area, the

air quality was monitored at seven (7) locations. The monitoring was carried out

during summer season. The summary of the average values of Ambient Air

Quality monitored is given in the following Table.

Season PM10 –

μg/m3

PM2.5–

μg/m3

SO2 –

μg/m3

NOx –

μg/m3

Summer 2013 40.0 – 66.0 19.0 – 35.0 5.6 – 18.2 9.4 – 23.4

The results of the monitored data indicate that the ambient air quality of the

region in general is in conformity with respect to the norms of National

Ambient Air Quality standards (NAAQS) of CPCB, with present level of

activities. Besides, CCIL conducted survey by MoEF/NABL Accredited

Laboratory on fugitive emissions in the plant premises and VOC emissions in

the Ambient Air at plant premises. Perusal on the results monitored on Fugitive

and VOC emissions, the monitored values are well within the Below Detection

Limits(BDL).

7.3. Noise Level Survey

The noise monitoring has been conducted at six (6) locations in the study area.

Project siterecorded highest value of 52.8 dB (A) during day time. Moreover

Sedapalayam Location recorded lowest value of dB(A) during day time. The

lowest noise level was found to be 48.2 dB (A) atSedapalayam during night

time which is a residential area. However the noise levels are foundto be well

within the CPCB standards. CCIL has conducted Noise Level Survey in the

plant premises by TNPCB Laboratory. The results of Noise Level Survey

indicate that the values are well within the prescribed limits for Industrial Area.

7.4. Water Environment

Six (6) groundwater samples and three (3) surface water samples within the

study area wereconsidered for assessment. The water samples were collected

and analyzed during summer season of 2013. The pH of ground water in the

study area varies between 6.4 to 7.3 and Conductivity varies from 360 to 1190

μmhos/cm. TDS values were found to be from 208 to 709mg/L and Total

Hardness varied from 78 – 398 mg/L. The quality of ground water in the

studyarea was soft to moderately hard in nature. Total alkalinity also varies

from 30 to 248 mg/L.

The concentration of sodium in the studied samples varied from 30 to 106

mg/L. The potassium content ranged from 3.6 to 6.9 mg/L. The chloride content

in the studied area ranged from 45 -124 mg/L. The sulphate, nitrate and fluoride

content in the ground water are found to be withinthe IS standards in all the

samples.

The pH of surface water is slightly alkaline in nature and Conductivity varies

from 400 - 1250 μmhos /cm which indicate that water is saline in nature. Based

on the physic-chemical analysis, the surface water samples are unacceptable for

drinking purposes. Dissolved oxygen levels of the surface water are more than 5

mg/l which indicate that surface water source are good medium for aquatic life.

It is also noted that coliforms are observed in the surface water samples.

The results of wastewater quality analysis indicate that the quality of treated

sewage is conform the standards prescribed by CPCB for irrigation disposal and

the quality of treated effluent is also conform the standards prescribed by CPCB

for marine disposal.

7.5. Soil Environment

Six locations within the study area were selected for soil sampling. It has been

observed that the pH of the soil was ranging from 8.0 – 8.4 indicating the soils

are slightly basic in nature.

Conductivity of the soil ranges from 0.214 to 1.025 mS/cm. Since the EC value

is less than 2mS/cm, the soil is said to be non saline in nature. Texture of the

soil sample is predominantlySandy Clay Loam to Clay. Soil organic content

varied from 0.18 – 0.37 % which indicatesthe low level of organic matter.

7.6. Ecological Environment

There are no endemic and endangered species of flora within the study region.

There is no Schedule-I species in this area. There are no national parks,

sanctuaries, tiger/ Elephant corridors, migratory route for birds, Reserve Forest

etc.

7.7. Socio-Economic Environment

As per 2001 census the study area consists of 92,234 persons inhabited in the

study area of 10km radial distance from the periphery of the proposed plant.

The males and females constitute51.31% and 48.69% of the study area

population respectively. The average household size of the study area is 4.52

persons. In the study area, 34.2 % of the population belongs to Scheduled

Castes (SC) and 0.31% of the population belongs to Scheduled Tribes (ST). The

study area experiences total literacy rate of 55.32%. As per 2001 census records,

altogether the main workers works out to be 42.92% of the total population. The

non-workers constitute to 8.5%and 57.08% of the total population respectively.

8.0. Anticipated Impacts and Mitigation measures

The impact of the proposed project has been anticipated by using Environment

Impact Assessment Matrix. An Environmental Impact Assessment Matrix has

been prepared to identify the potential impacts and to identify the impacts which

are to be mitigated. An EIA matrix ranks the significance of the environmental

impacts before mitigation measures are implemented. Based on the impact

analysis, it is predicted that there will be negligible impact on environment

during construction phase. During construction phase, the identified likely

impacts are dust due to construction, movement of vehicles, gases from engine

exhaust, noise from movement of vehicles & operation of equipments. Perusals

on the EIA matrix analysis, the following significant impacts are identified and

the mitigation measures for those impacts will be summarized in following

table.

Discipline Potential

Negative

Impacts

Probable

Source

Mitigative Measures Remarks

Ground

water

Resources

Depletion

of ground

water table

Abstraction

of

ground

water

Adequate Rain water

harvesting measures in

the premises.

Water conservation

measures like recycling

of treated wastewater

etc.,

--

Water

Quality

Deteriorati

on of

water

quality

Discharge

of

Sewage

Discharge

of

wastewater

from

various

plant units

Sewage Treatment

Plant is already

provided to achieve the

standards prescribed by

TNPCB for disposal of

irrigation.

Adequate treatment

facilities are already

provided so that the

treated effluents

conform

to the regulatory

standards for Marine

The treated

wastewater is

being used for

green belt

Development.

The treated

effluent is

being disposed

to Sea.

disposal.

Air Quality Increase in

SPM, SO2

and NOx

levels in

ambient

air.

Stack

emissions

and process

emissions

Dust

emissions

from

vehicular

Adequate Stack height

is already provided for

the proper dispersion of

Pollutants.

Adequate Stack height

will be provided for

Hot Air Generator for

the proper dispersion of

pollutants.

Gaseous Emissions

from process section is

being mitigated by

Scrubbers.

Dust Emissions from

material handling area

is being controlled by

Bag Filters Regular

Maintenance of

existing Air Pollution

Control Measures in

the industry.

Motorable roads in the

plant area are already

paved to reduce dust

Emission. Green Belt is

The resultant

air quality will

conform to the

stipulated

standards.

Particulate

emission from

stack will be

kept below 100

mg/Nm3.

movement adequately developed

around the plant area.

Emission check for

vehicles periodically.

Generation,

treatment

and Disposal

of Municipal

Solid waste

Impact on

soil

quality

and

quality of

ground

water

From

Canteen

and

domestic

activities

The generated

Municipal Solid waste

will be segregated into

Bio-degradable,

Recyclables and inert.

The bio-degradable

waste is properly

disposed to Local

Body.

The recyclable wastes

is

sold to recyclers.

The inert waste is

disposed to local body

for land filling.

--

Generation,

treatment

and Disposal

of

Nonhazardous

Industrial

Solid waste

Impact on

soil

quality

and

quality of

ground

water

From

Industrial

Activities.

From STP

and

WWTP

The generated non-

hazardous industrial

solid waste is sold to

vendors.

Maximum usage of Bio

sludge

from STP &

Aeration Tank of

WWTP and Ash from

Boiler as manure for

green belt

development.

The excess manure is

properly disposed to

nearby farmers.

9.0. Environmental Monitoring Plan

Post project environmental monitoring is important in terms of evaluating the

performance of pollution control equipments installed in the project. The

sampling and analysis of the environmental attributes will be as per the

guidelines of Central Pollution Control Board/TamilNadu Pollution control

board (TNPCB). The frequency of sampling and location of sampling will be as

per the directives of TNPCB.

10.0. Additional Studies – Risk Assessment & Disaster Management Plan

The preliminary risk assessment of the plant has identified no hazardous events,

which would project damaging effects outside of the plant boundary. Events

identified for offsite facilities are estimated to occur at extremely low incident

frequencies and/or not to significant levels of consequence. Management of

hazardous event scenarios and risks in general can be adequately managed to

acceptable levels.

An effective Disaster Management Plan (DMP) to mitigate the risks involved

has been prepared. This plan defines the responsibilities and resources available

to respond to the different types of emergencies envisaged. Training exercises

will be held to ensure that all personnel are familiar with their responsibilities

and that communication links are functioning effectively.

11.0. Project Benefits

The global synthetic dye and pigment industry is expected to reach almost 10

million tons by2017, according to Global Industry Analysts. The success story

of the industry provides employment for millions. Further, the proposed

expansion project will result in improvement of infrastructure as well up-

liftment of social structure in the area. The people residing in the nearby areas

will be benefited indirectly. It is anticipated that the proposed expansion project

will provide benefits for the locals in two phases i.e. during construction phase

as well as during operational stage. CCIL also committed to take possible

responsibility for social up-liftment of nearby community and allocate fund in

the Annual Budget under CSR Scheme.

12.0. Environment Management Plan

Environment Management Plan also ensures that the project implementation is

carried out in accordance with the design and the mitigative measures as

recommended in the Environment Impact Assessment study to reduce the

adverse impacts during the project’s life cycle.

13.0. Conclusion

The potential environmental, social and economic impacts have been assessed.

The proposed project has certain level of marginal impacts on the local

environment. With effective implementation of proposed environment

management plan, these effects will be insignificant.

Implementation of the project has beneficial impact in terms of providing direct

and indirect employment opportunities. This will be a positive socio-economic

development in the region.

Quality of life of the people will improve. With commitment and dedication,

M/s.Clariant Chemicals India Limited is implemented the Recommendations

made in the CREP for the Dyes and Dye Intermediate sector to sustain

environment.

M/s. Clariant Chemicals India Limited also under take various community

welfare measures for the up-lifment of villages surrounding the plant.