APPLICATION FOR ENVIRONMENTAL CLEARANCE ANNEXURE For “PROPOSED MANUFACTURING OF BULK DRUGS, INTERMEDIATES & SOLVENT RECOVERY SYSTEM” By M/s AMARAVATI LIFE SCIENCES At Sy.No.712 & 713, Vinukonda Road, Kolagutla Village, Durgi Mandal, Guntur District, Andhra Pradesh EIA Consultant HUBERT ENVIRO CARE SYSTEMS (P) LTD, CHENNAI (NABET Accredited vide Certificate No. NABET/EIA/1619/RA0083 & MoEF Recognized Lab vide F. No. Q-15018/13/2016-CPW) APRIL 2019 LIST OF ANNEXURE Annexure S. No Name of the Annexure Page Nos No 1 I Project Site Layout 1 2 II Proposed Water Balance 2 3 III Effluent Treatment Plant layout 3 4 IV Sewage Treatment Plant Layout 4 5 V Multiple Effective Evaporator Plant Layout 6 6 VI Manufacturing Process flow chart 7 7 VII Topo map of the project Site 8 Note: Annexure are given as Separate Book 33 1 7 2 26 15 6 32 16 3 24 8 31 4 25 5 9 MAIN ENTRANCE ROAD 34 17 10 18 30 14 43 13 23 40 11 VINUKONDA ROAD 12 36 ROAD 44 21 20 19 22 38 39 MAIN ENTRANCE 28 41 37 35 27 29 ROAD 42 AREA IN AREA IN S.NO LAND ALLOCATION BREAKUP (Sq.m) (Acres) 1 Roads and Pavement Area 7882.53 1.948 2 Buildup Area 13335.17 3.296 3 Green Belt Area 15491 3.827 4 Vacant Area 10234.84 2.529 TOTAL LAND AREA 46943.53 11.60 APPROVED/DATE TITLE: CLIENT: HECS(P)Ltd ENGINEEING CHECKED/DATE M/s. AMARAVATI LIFE SCIENCES., NAME DATE DRAWN AMR 17.12.18 OVERALL SITE LAYOUT DRAWING DRAFTING CHECKED/DATE DURGI VILLAGE & MANDAL, GUNTUR DISTRICT, DESIGNED CR 17.12.18 ANDHRA PRADESH CHECKED CEO 17.12.18 CLASS I.D SCALE REV IMO No. DWG NO DD - HECS - AMARAVATI - SITE - LAYOUT - 001 Page 1 of 8 Fresh Water Requirement Blue - Water 233 KLD Magenta - Losses Red - Effluent Green - Treated Total Water Requirement 330 KLD 12 KLD 30 KLD 40 KLD 150 KLD 2 KLD 5 KLD 80 KLD 21.1KLD 0.5 0.5 KLD 32 32 KLD 40 40 KLD 2KLD 20 20 KLD Domestic KLD 120 Boiler Washing Process Green Belt Cooling Requirement Laboratory 5 KLD 80 KLD 40 KLD Tower Feed 12 KLD 2 KLD 40 KLD 150 KLD 4.5 KLD 10 KLD 8 KLD 10 KLD 2 KLD 4KLD STP 10 KLD LTDS HTDS 10 KLD Biological ETP 5 KLD 75 KLD Sludge (100 KLD Cap.) 5 KLD Gardening 60 KLD MEE Condensate MEE Cap 100 KLD Collection PSF ACF UF RO Rejects 15 KLD tank Salts to AFTD TSDF RO RO TITLE: CLIENT: Permeate Plant NOTES: CONSULTANT: M/s. AMARAVATI LIFE SCIENCES., HECS(P)Ltd, CHENNAI DURGI VILLAGE & MANDAL, GUNTUR DISTRICT, 1. Not To Scale. WATER BALANCE DRAWING ANDHRA PRADESH DATE SCALE REV IMO No. 2. For Planning Purpose Only. 24-04-19 Page 2 of 8 PROCESS FLOW DRAWING REJECT HEADER REJECT RECIRCULATION LINE REJECT RECIRCULATION LINE REJECT RECIRCULATION LINE AIR UF PERMEATE VENT DOSING pH = 6.5-8.5 SYSTEMS pH TSS = <30 mg/l TDS pH TDS PRIMARY SETTLING SEC.SETTLING TANK TANK TDS = 1500- 3000 mg/l COD = <150 mg/l BOD = <20 mg/l PRESSURE SAND ACTIVATED CARBON REJECT RECIRCULATION BAR OXIDATION TANK CLARIFIED WATER FILTER FILTER ANAEROBIC DOSING STORAGE TANK SCREEN TANK SYSTEM CHAMBER LTDS EFFLUENT UF BACKWASHLINE UF 100 KLD FLASH MIXER FEEDUF PERMEATE RAW FILTER FEED UF FEED TANK TRANSFER PUMP CLEANING LINE PUMP TANK DRAIN LINE COLLECTION UF FEED UF BACKWASH TANK PUMP PUMP COLLECTION TANK UF DOSING SYSTEM CIP TANK AIR BLOWER PRI & SEC .SLUDGE CIP PUMP SLUDGE DRYING BED TRANSFER PUMP pH TDS R O - 1 P R E S S U R E V E S S E L RO FEED 60 % RO1 PERMEATE RO1 PERMEATE RO 1 PERMEATE RO1 PERMEATE RO HIGH RO MICRON PRESSURE CARTRIDGE RO DOSING SYSTEM PUMP FILTER RO1 REJECT pH TDS RO-1PERMEATE R O - 2 P R E S S U R E V E S S E L RO2 FEED 60 % RO-2 PERMEATE RO 1 FEED RO2 MICRON PUMP RO2 HIGH CARTRIDGE PRESSURE FILTER RO2 DOSING SYSTEM RO 1 REJECTS PUMP TANK RO 2 REJECT RO-1 & PERMEATE 2 TO RO 2 FEED RECYCLE PUMP RO 1 & 2 PERMEATE RO 2 REJECTS TANK TANK MEE TO MEE 10 KLD EVAPRATOR FEED PUMP REVISION TITLE: CLIENT: HECS(P)Ltd APPROVED/DATE REV BY DATE DESCRIPTION EDIT NAME DATE ENGINEERING CHECKED/DATE 0 AMR 24.04.19 ISSUED FOR PROPOSAL DRAWN AMR 24.04.19 LOW TDS EFFLUENT TREATMENT PLANT M/s. AMARAVATI LIFE SCIENCES., DESIGNED CHENGAL 24.04.19 PROCESS FLOW DRAWING - 100 KLD DURGI VILLAGE & MANDAL, GUNTUR DISTRICT, DRAFTING CHECKED/DATE ANDHRA PRADESH CHECKED CEO 24.04.19 CLASS I.D SCALE REV IMO No. 0 DWG NO : DD - HECS - AMARAVATI - LOW TDS - ETP - PFD - 001 Page 3 of 8 B L O W E R B S A E FLOW PROCESS S N ID D E EA EM I D M OR TN S I VO B A I M I CI IT 1 N E N O 5 O F N G OC N U E AT N A m I T C T B AT DN 3 N L T I E C / L E A O D T ES D E T N N M P A T T C DE RA Y C C H I A H H A A IT A A BM HC NO M BM E MA C EB E R EB AH R R R BM RE CIRCULATION PROCESS D S M A S N E i e o n e B a q s d v a d l m u i i i e i o e i n m n r m P A A W M w p f e g o e i i i a K a e m e n b n p r r s 1 r r e c t B i at e t k n t a e c t V P e M t a t d i S a i A L n i C o O T E I D u l p W T o t o C o n p a f n e p v e a E a n h n A e n f f s p e t R d C a t n r k l l i o e I i h C m a d a u u g r r A n V a h b c t W e e n t L F g o m a e t S i e n n P R S 2 l S b m r e o i t t F i A P C P 2 t P e b M ap n g l p N a E 0 a E r e e r h B B o e D M M p C eg C r d a W t O O w a e a I I i t e D D D n a c F F a i E i S E h s i I B I o F g P S o u t C m o C C n F h E I l r y A 1 r A h C E t C G e e T 3 e T a h C I N m T I I m a T F φ e - O O b m I I P n 0 N N e b V C R 6 t r e E A E 0 F C F r T S 0 O L a O C I S R t p R A O U 8 / a P N R M 0 m c E A E A i i Q C A N n t U I I H y I T - F O P Y 1 F P P P O L M 5 R V V V R E E P C C C M N , I Q o T A A N 3 t 5 W t W W 0 T y 1 o . E r 6 R 1 1 I 5 3 3 o O 1 6 2 0 1 r R B Q 0 2 4 3 3 7 0 0 0 5 y 4 t . 0 1 P y 1 0 4 7 4 . A D N 1 0 5 9 4 0 R a o 5 6 2 8 0 k k m m m T ki t P g g g g 3 M S i e 2 / r / / / P 0 H e L L d a A e s m m m m m t t a x k a s 3 3 3 3 3 y i P d u s a r e N N D P 3 2 1 O PA HC D D D F L R - - N . P E R R A I A R R E E O R C A A T L M A O G F A C T O K W W E E E W J E E L H E R V E N I I E N R L E C E DE D N N O N C D E : V G A F G T C B B - M : N D K B Y F C I 1 Y Y N E M L T N E M V 8 O O O I A / D .