executive summary of draft eia report · 2016-04-28 · the base line data were monitored during...

EXECUTIVE SUMMARY OF

DRAFT EIA REPORT OF

M/s. BALAJI FORMULATIONS PVT. LTD, UNIT – III.

SURVEY NO’S: 1058 & 1059, MACHANPALLY VILLAGE,

BOMMALRAMARAM MANDAL, NALGONDA DISTRICT,

TELANGANA STATE.

For

Proposed Bulk Drug & Intermediates Manufacturing Unit

PREPARED BY

Rightsource Industrial Solutions Pvt. Ltd Plot No: 203, H.No:5-36/203, Prashanthi Nagar,

IDA, Kukatpally, Hyderabad – 500072. Ph: 040-65873137, 23070602, 23075699, 40126589. Fax: 040-23070602. Mail: [email protected]

Executive Summary of Draft EIA Report M/s. Balaji Formulations Pvt. Ltd., Unit – III

Prepared By Rightsource Industrial Solutions Pvt. Ltd. Page 1

1. INTRODUCTION M/s. Balaji Formulations Pvt. Ltd., Unit – III proposes to establish a Bulk Drug &

Intermediates manufacturing unit at Survey No’s: 1058 & 1059, Machanpally village,

Bommalramaram Mandal, Nalgonda District, Telangana State.

The industry proposes to establish unit in an area of 6.2375 Acres (25242.07 SQM). The Industry is having its administrative office at Flat no - A4, Industrial Estate, Moula-ali, Hyderabad, Telangana State.

. The proposed project cost is about Rs.12.98 Crores, which includes construction of

the buildings, equipment, machinery and greenbelt development.

The proposal is to obtained Environmental Clearance from the Ministry of

Environment, Forests and Climate Change (MoEF) and Consent Orders from SPCB

to manufacture proposed products (given in Table-2) with a total production capacity

of 19.00 MT/Month. Draft EIA report is prepared considering the Terms of Reference

(ToR) issued by MoEF vide F. No. J-11011/359/2013 - IA II (I) Dated 23rd April 2014.

1.1. PROJECT DESCRIPTION The salient features of the unit are furnished below.

TABLE-1: SALIENT FEATURES OF THE PROJECT

Project location Details

Name of the project M/s. Balaji Formulations Pvt. Ltd., Unit – III Location of the project Survey No’s: 1058 & 1059, Machanpally

village, Bommalramaram Mandal, Nalgonda District, Telangana State

Latitude & Longitude Latitude: 17034’20.63” North Longitude: 78047’6.46” East.

Land acquired for the plant 6.2375 Acres (25242.07 SQM).

Present Land use of the project site

Private Land

Nearest villages Machanpally - 850 meters (W)

Nearest Town Bhongir- 4.5Kms (W) Major urban Settlements Hyderabad - 22 Kms (SW)

Nearest Highway

State Highway SH-17 - (Praganpur - Bhongiri) – 12 Kms (ESE) National Highway NH-202 - (Hyderabad- Warangal) – 10 Kms (SE)



Nearest Railway station Nearest Airport

Bibinagar Railway Station – 10Kms (S) Bhongiri Railway Station – 13 Kms (E) Rajiv Gandhi International Airport (Hyderabad) - 50 kms (SW)

Major Industries near the plant site

There is no Major Industries with in 10Kms Radius

Reserve Forests with in 10kms radius

Nagineni palli RF - 5.2 Kms(SSW) Kondamadugu RF - 6.4 Kms (SSW) Parvathipuram forest block - 7.7

Kms(SW) China lakshmi puram RF- 9.2 Kms

(NNW) Mallapur RF - 9.6 Kms(NNE) Venkatapuram RF-9.7 Kms(NE)

Water Bodies with in 10kms radius

Shamirpet vagu - 1Kms (WSW) Maryala cheruvu - 1.8 Kms(NW) Kotta cheruvu - 6.5 Kms(NNW) Jainpalii cheruvu - 7.0 Kms(NNW) Jagayya cheruvu - 7.3Kms(NNW) Bibinagar cheruvu - 9.8 Kms(NNW)

2.0 PROCESS DESCRIPTION The manufacturing process of bulk drugs consists of chemical synthesis extending to

stages of processing involving different type of chemical reactions. Total production

capacity of proposal will be 19.00 MT/Month. (Given in Table - 2). The unit will take

adequate control measures for storage and handling of Raw materials, solvents and

cylinders with in factory premises.

TABLE-2: PROPOSED PRODUCTS AND QUANTITIES

S. No Name of the Product

CAS No's Therapeutic category

Quantity In

Kg/Month

Quantity In

Kg/Day 1 Emtricitabine 143491-57-0 Antiretroviral Agents 3000.00 100.00 2 Fluconazole 86386-73-4 Systemic antifungal. 1000.00 33.33 3 Levocetirizine

Dihydrochloride 130018-87-0 Anti allergic agent 2000.00 66.67

4 Losartan potassium 124750-99-8 Cardiovascular

Agent. 1000.00 33.33

5 Rabeprazole sodium 117976-90-6 Proton pump inhibitor 2000.00 66.67



6 Rosuvastatin Calcium 147098-20-2 Anti hyper lipidemic. 1000.00 33.33

7 Tenofovir Diisoproxil Fumarate

202138-50-9 Nucleoside Reverse Transcriptase Inhibitors

2000.00 66.67

8 Valsartan 137862-53-4 Cardiovascular Agent 2000.00 66.67 9 Zidovudine 30516-87-1 Antiretroviral. 5000.00 166.67

Total 19000.00 633.33

2.1 RESOURCE REQUIREMENT & INFRASTRUCTURE FACILITIES A) Land Use Details:

M/s. Balaji Formulations Pvt. Ltd., Unit – III, proposes to establish in an area of

the total land is 6.2375 Acres (25242.07 SQM). The usage details are given table 3.

TABLE-3: LAND USE DETAILS

S. No Description Area (SQM)

1 Built up Area 6489.00 2 Road Area 4609.30 3 Open Area 5956.57 4 Greenbelt area 8187.20 Total 25242.07

33 % of land allotted for Greenbelt.

B) Water Consumption The Total water consumption for the proposed project is 104.02 KLD. Water consumption details are given in below Table. No.4. Water Consumption will be met through Ground Water.

TABLE - 4: WATER CONSUMPTION DETAILS

S. No Purpose Water Consumption

In KLD 1 Process 19.52 2 Washings 2.00 3 Boiler Make up 24.00 4 Cooling Towers Makeup 47.00 5 DM Plant 2.00 6 Scrubber system 2.00 7 Domestic Usage 2.50 8 Gardening 5.00

Total 104.02



Out of Total Water consumption of 104.02 KLD an amount of 19.47 KLD of water will be recovered by the ZLD system and reused, Hence, Total fresh water requirement is 84.55 KLD and will be met from Ground Water.

C) Energy Requirement

Power requirement of proposed project will be made available through SPDCL. Total

power requirement of proposed plant shall be 600 KVA

D) Utilities:

For generation of Steam, the industry proposing 4.0TPH coal fired boilers. The coal

requirement will be met from government allocation or from local authorized sources.

Proposing 320 KVA & 180 KVA DG sets for usage during the power failures. The

emission details are presented in bellow table No.5 & 6

TABLE-5: EMISSION CHARACTERISTIC DETAILS OF BOILERS

Particulars Units 4.0 TPH Coal fired Boiler

Type of Fuel -- Indian Coal Coal Consumption TPD 10.0 Ash Content % 47 Sulphur Content % 0.8 Nitrogen Content % 1.07 No. of Stacks No 1 Height of the Stack m 32 Diameter of Stack M 0.60 Temperature of Flue Gas oC 110 Velocity of Flue Gas m/s 8.5 Particulate Matter at outlet of Bag filter (Based on 115 mg/Nm3 at outlet)

gm/sec 0.27

Sulphur dioxide emission gm/sec 1.15 Oxides of Nitrogen emission gm/sec 1.54

TABLE-6: STACK EMISSION DETAILS OF DG SETS

Capacity In KVA

Emission of SPM

in Mg/Nm3

Emission Of SO2 in Mg/Nm3

Emission of NOx

in Mg/Nm3

Stack dia. In m

Flue Gas

Temp. in OC

Stack Height in (m)

Flue gas Velocity In m/sec.

320 KVA

70.0 135.0 160.0 0.30 220 10 20.50

180KVA 60.0 85.0 110.0 0.30 220 10 16.10



3. BASELINE ENVIRONMENTAL STATUS

3.1 Study Area Included In Environmental Setting

Studies were carried out in about 10 km radius area from the site with respect to

meteorology, flora, fauna, land and socio-economies of the area. Further sampling

and analysis of air quality, water quality, noise level and soil quality were carried out.

The air quality, water quality, noise level and soil quality in the study area is

evaluated based on this physical sampling and analysis.

The base line data were monitored during the study period of October 2014 –

December 2014. The study team conducted site surveys and field experiments for

gathering the information on air quality, water quality, noise quality and soil quality.

3.2 CLIMATE OF THE STUDY AREA

A. Temperature:

During the study period the minimum and maximum temperatures were recorded as

16.00 °C and 36.80°C respectively.

B. Relative Humidity:

During the study period the minimum and maximum relative humidity at project site,

was recorded 42.00 % and 64.00 % respectively

C. Wind Pattern during Study Period

The analysis of the average wind pattern shows predominant winds from SE, E and

ESE with wind frequencies of 9.7, 8.4 and 8.0 % respectively. The calm conditions

were prevailed for 24.9 % of the total time. Average wind speed 1.55 m/s.

D. Rainfall

No rainfall is observed during the study period at project site. The normal annual

rainfall in the District is 689.8.00 mm (Source: Director of Economics & Statistics).

3.3 SAMPLING LOCATION DETAILS

Total eight locations were selected for Base line status. Air, Water & Noise results

are presented in Table 7, 8 & 9 respectively.



3.4 AMBIENT AIR QUALITY The ambient air monitoring was carried out for 24 hours a day, twice a week for 12

week per location in the study area. Ambient Air Quality Monitoring (AAQM) was

carried out at eight locations during period of October 2014 – December 2014.

Particulate Matter (PM10): Maximum value of 61.53 μg/ m3 was recorded at

Anantaram.

Particulate Matter (PM2.5): Maximum value of 22.46 μg/ m3 was recorded at

Bommalaramaram.

Sulphur Dioxide (SO2): Maximum value of Sulfur dioxide of 13.91 μg/ m3

obtained near the sampling location of Machanpally.

Oxides of Nitrogen (NOx): A maximum value of 18.27 μg/ m3 was prevailing

at the time of sampling at Choudharpalli sampling station.

Carbon Monoxides (CO): Maximum value of Carbon Monoxide of 0.46 mg/

m3 obtained near the sampling location of Choudharpalli.

Volatile Organic Compounds (VOCs)

Volatile Organic Compounds (Vocs) concentration in study area was found to

be Below Detectable Limit of < 1ppm.

BENGENE (C6H6)

Bengene (C6H6) concentration in study area was found to be Below

Detectable Limit of < 0.1 ppm .

PAH’S

Poly Aromatic Hydrocarbons (PAH’s) concentration in study area was found

to be Below Detectable Limit of < 0.1 ppm .



TABLE-7: THE MAXIMUM, MINIMUM & 98TH PERCENTILE VALUES FOR ALL THE SAMPLING LOCATIONS

* VOC Values monitored was Below Detectable Limit i.e 1 ppm

* Banzene & PAH Values monitored was Below Detectable Limit i.e 0.1 ppm

Code Name of Sampling

Location

PM 10(µg/M3) PM 2.5(µg/M3) SO2(µg/M3) NOX(µg/M3) CO (mg/M3)

Min Max 98 th Min Max 98 th Min Max 98 th Min Max 98 th Min Max 98 th

A1 Project Site 48.31 57.84 57.67 16.85 21.95 21.80 9.31 12.61 12.38 13.12 16.31 16.10 0.12 0.51 0.44 A2 Maryala 49.31 60.52 60.48 17.42 21.93 21.79 9.65 13.13 13.00 12.85 16.56 16.50 0.13 0.29 0.29 A3 Anantaram 50.36 62.14 61.53 15.83 20.35 20.02 9.28 13.53 13.22 14.28 17.85 17.71 0.12 0.41 0.37 A4 Naginenipalli 49.33 61.24 60.77 19.32 22.58 22.37 9.78 12.88 12.87 12.94 16.92 16.87 0.14 0.36 0.35 A5 Bommalaramaram 52.86 60.26 59.78 18.62 22.56 22.46 9.74 12.95 12.92 14.38 17.32 17.09 0.12 0.35 0.35 A6 Machanpally 47.32 60.93 60.92 18.92 21.92 21.80 10.22 14.52 13.91 12.62 17.24 16.94 0.14 0.36 0.36 A7 Madhapuram 40.38 62.52 61.52 15.30 21.67 21.56 8.45 12.54 11.65 12.85 18.13 18.13 0.11 0.54 0.45 A8 Choudharpalli 45.47 60.35 60.01 15.30 22.60 21.92 7.90 10.97 10.87 14.25 18.65 18.27 0.13 0.47 0.46

CPCB Standards’ 100.00 60.00 80.00 80.00 2.00



3.5 WATER QUALITY

Water sampling and subsequent analysis was carried out to determine both the

groundwater and surface water quality of the study area. Ground water samples are collected at 8 locations and surface water samples was

collected at 8 locations in the study area. These samples were analyzed for physical

and chemical parameters to ascertain the Baseline status in the existing surface

water and ground water bodies.

TABLE-8: WATER ANALYSIS RESULTS

S. No Parameters Ground water Surface water

Min Max Min Max

1 pH 7.35 8.13 7.32 8.72

2 Total dissolved solids

(mg/l) 546.00 1570.90 398.60 1007.00

3 Total hardness (mg/l) 410.00 800.00 200 560

4 Chlorides (mg/l) 129.99 549.82 29.99 274.94

5 Fluoride (mg/l) 0.56 1.83 <1.0 <1.0

6 Sulphates (mg/l) 22.24 96.00 34.15 82.53

Ground water samples collected from 8 locations within 10 km radius of the

plant site analyzed as per the Standard methods and the water quality of the

study area is found to be above limits for some parameters.

Surface Water samples collected at 8 locations within 10 km radius from the

plant and water quality of the study area is found to be above limits for some

parameters.

3.6 NOISE ENVIRONMENT Noise level monitoring was carried out at eight locations during the period of

October 2014 – December 2014.

During monitoring period, the LEQ (dB (A)) noise levels varied between 62.01 dB (A)

to 65.99 dB (A) during day time in the study area respectively.

Noise levels varied between 53.17 dB (A) to 54.85 dB (A) during night time in the

study area respectively.



The noise level varied at the same place at different times due to fluctuations in

traffic movements as well as commercial and domestic activities going on in the

study area but it was under the permissible limit as prescribed by CPCB.

TABLE-9: NOISE LEVELS OF THE STUDY AREA

S. No

Name of the

place

Day Time

In Leq

Night Time

In Leq

CPCB NORMS

(Day time)

CPCB NORMS

(Night time)

1. Project Site 64.74 55.74

75dB (A) 70dB (A)

2. Maryala 64.86 54.85 3. Anantaram 65.99 55.47

4. Naginenipalli 62.01 53.84

5. Bommalaramaram 63.60 55.15

6. Machanpally 62.56 54.14

7. Madhapuram 62.75 53.17

8. Choudharpalli 64.78 54.29

3.7 SOIL ENVIRONMENT

On data obtained, the soil quality at around the site is appropriate and normal in

terms of soil contaminants.

3.8 LAND USE/ LAND COVER OF THE STUDY AREA

Land use / Land cover map is prepared by visual interpretation of high-resolution

satellite data (Satellite Imagery Acquisition: 14-Feb-2014) and with the help of

Survey of India Topographic maps on 1: 50,000 scale. Two seasons’ data (Rabi year

2014) is used for the delineation of different units. The units are confirmed by the

ground truth/field visits.

TABLE-10: LAND USE / LAND COVER OF THE STUDY AREA

S. No LANDUSE Area in Sq. Km Area in Percentage (%) 1 Built- Up Land 13.816 4.4 2 Water bodies 31.464 6.4 3 Crop Land 163.908 55.2 4 Forest 17.584 5.6 5 Wastelands 98.596 31.4

Total 314 100



3.9 DEMOGRAPHIC AND SOCIO-ECONOMIC PROFILE

This Detailed Study of the Base-Line Data of Population, Gender Ratio, Rural &

Semi-Urban Demographic Distribution, Literacy Rate, Social Amenities available in

the study Area like, Transport, Sanitation, Drinking Water, Medical & Health

Facilities, Employment Rate and other Developmental Indices of Eight Villages,

falling within 10 KMs of the Project-Influence Area and especially, that of

‘Machanpally’ Village, where the project site is located, are obtained from Primary

Sources.

Of the total population of the study area of 60,425, Male & Female

populations are 50.60% and 49.40%, respectively while, the Demographic

distribution for Rural & Semi-Urban Areas is 36.28% & 63.72%, respectively.

The Average Literacy Rate in the study areas is 49.68% while the rate

of Illiteracy stands at 41.28% for Men and at an alarmingly high of 59.57%

for Women Populations.

Further, of the total Population of 60,425 of the Study Area, 32,547 are

employed, 1,994 are Unemployed or still Employable while 25,885 are Other

Non-Working Population.

All the Villages, in the study area, are electrified – both for Domestic Purpose

and common facilities like, Street Lights, Public Water Pumping, etc. and also

are provided with Domestic Water.

4.0 IDENTIFICATION, PREDICTION & MITIGATION MEASURES

4.1 Air Environment The predicted emission from Process is SO2, HCl, CO2, H2 and N2.

PROCESS EMISSIONS DETAILS

Process emission is SO2, HCl, CO2, H2 and N2 which is liberated from manufacturing

process of proposed products.



POLLUTING PROCESS EMISSIONS

S. No Name of the Gas Quantity In

Kg/Day

Disposal Method

1 Sulphur dioxide 32.00 Scrubbed by using C.S Lye solution 2 Hydrogen chloride 7.50 Scrubbed by using Chilled water media

NON - POLLUTING PROCESS EMISSIONS

S. No Name of the Gas

Quantity In Kg/Day

Disposal Method

1 Carbon dioxide 55.50 Dispersed into Atmosphere 2 Nitrogen 3.00 Diffused into Atmosphere 3 Hydrogen 2.00 Diffused by using Nitrogen through

Flame arrestor

PROCESS EMISSION CONTROL SYSTEM Scrubbers with 300 mm X 3 mtrs & 300mm X 4 mtrs capacities will be installed for

control of process emissions. The Schematic diagram of emission control system is

given below.

FIGURE-1: SCHEMATIC DIAGRAM OF EMISSION CONTROL SYSTEM



The Particulate matter generated from 4.0 TPH coal fired boiler will be controlled by

using cyclone separator followed by bag filters. The sulphur dioxide (SO2) and

oxides of nitrogen (NOX) from boiler will be dispersed in to atmosphere by providing

adequate stack height of 32 meters for effective dispersion and dilution.

From the dispersion modeling studies conducted, it is concluded that the maximum

ground level concentration will occur. These predicted ground level concentrations

when added to Baseline scenario, the overall scenario levels of PM, SO2 and NOX

are well within the permissible limits as specified by CPCB.

4.2 Water Environment The total water requirement for proposed project is 104.02 KLD and total waste

water generated will be 43.74 KLD which is from process, floor & reactor washes,

cooling tower blow down, boiler blow down, scrubber, DM plant and domestic usage.

The effluent generation and its HTDS & LTDS effluent details are given below.

TABLE-11: EFFLUENT GENERATION DETAILS

S. No Purpose Effluent Generation

In KLD 1 Process 20.74 2 Washings 2.00 3 Boiler Blow down 4.00 4 Cooling towers Blow down 11.00 5 DM Plant Regeneration 2.00 6 Scrubbing system 2.00 7 Domestic 2.00

Total 43.74

TABLE-12: HTDS & LTDS EFFLUENT DETAILS

S. No Purpose HTDS In KLD

LTDS In KLD

Effluent In KLD

Disposal Method

1 Process 19.95 0.79 20.74 HTDS Effluent sent to ETP with MEE system. LTDS effluents treated in ETP-RO Rejects to ME system and RO permeate to reuse, Condensate from MEE to reuse and MEE residue to AFTD.

2 Washings 0.00 2.00 2.00 3 Boiler Blow down 4.00 0.00 4.00 4 Cooling towers Blow down 0.00 11.00 11.00 5 DM Plant 2.00 0.00 2.00 6 Scrubbing system 2.00 0.00 2.00

7 Domestic 0.00 2.00 2.00 Septic tank followed by Soak pit

Total 27.95 15.79 43.74



Effluent Treatment / Disposal: Zero Liquid Discharge (ZLD) concept consisting of

steam stripper, MEE system, ATFD, Biological Treatment and RO will be installed to

treat the effluents generated from plant and to reuse the treated water.

The MEE System with 60 KLD capacities and RO system with 50 KLD Capacity will

be installed for treatment of effluents generated from plant operations.

The details of MEE system given in Draft EIA Report Chapter-10.

4.3 Noise Environment The main sources of noise pollution in the plant are Boilers, Reactors, DG Sets,

compressors and other Noise generating units. Vehicular movements during

operation phase for loading / unloading of raw materials and finished products and

transporting activity may also increases the noise levels.

All the noise generating equipments like motor’s, gear boxes and compressors are

regularly maintained with lubricating material to avoid noise generation. All the DG

sets are providing with acoustic enclosures. A thick greenbelt of 5-10 m width will be

developed along the periphery of the plant boundaries to minimize the noise pollution

from the source.

4.4 Land Environment The proposed plant activities are unlikely to alter the land-use pattern in the project

site. The unit will take adequate measures for storage, handling and disposal of

hazardous waste. Hence, there will be no significant adverse impact on land

environment.

4.5 Ecological Environment Detailed flora and fauna studies were carried in the study area. As per baseline

studies, there are no endangered, threatened & protected plants and animal species

were recorded in the study area. Hence, no significant adverse impact is envisaged

on ecology.

4.6 Solid Waste The Solid waste generated and disposal methods from proposed project are given

below.



TABLE-13: SOLID WASTE & HAZARDOUS WASTE GENERATION, DISPOSAL DETAILS

S. No

Name of the Solid Waste Quantity In

Kg/Day

Disposal Method

1 Organic solid waste 535.00 Sent to Cement Industries 2 Inorganic solid waste 45.00 Sent to TSDF 3 Spent carbon 85.00 Sent to Cement Industries 4 ETP Sludge 50.00 Sent to TSDF 5 Coal ash from Boiler 4700.00 Sent to Brick Manufacturers 6 MEE Salts 1000.00 Sent to TSDF 7 Solvent Distillation Residue 170.00 Sent to Cement Industries

HAZARDOUS WASTE DETAILS 1 Waste Oils & Grease 0.5 KL/Annum SPCB Authorized Agencies

for Reprocessing/Recycling 2 Detoxified Containers 300No’s /

Month After Detoxification sent back to suppliers/SPCB Authorized Parties

3 Used Lead Acid Batteries 4 No’s/ Annum Send back to suppliers for buyback of New Batteries

4.7. Risk Assessment and Disaster Management Plan

The Risk assessment studies have been conducted for identification of hazards, to

calculate damage distances and to spell out risk mitigation measures. The details

are discussed in detail in Chapter – 7 of Draft EIA Report.

5.0 ENVIRONMENTAL MANAGEMENT PLAN

5.1 ENVIRONMENT MANAGEMENT PLAN FOR CONSTRUCTION PHASE

Adequate and effective environment protection measures will be planned and

designed to minimize the impacts due to activities related to pre-construction

(preparatory phase) of the project, machinery installation and commissioning stages

and end with the induction of manpower and start up. The impacts identified during

the construction phase are mainly due to site preparation, foundation work, material

handling, and construction of buildings and installation of the machinery.

All possible care will be taken to reduce the noise levels due to construction activity.

Also, noise prone activities shall be restricted to the extent possible during night

particularly during the period of 10 PM to 6 AM in order to have minimum

environmental impact.



5.2 ENVIRONMENT MANAGEMENT PLAN FOR OPERATIONAL PHASE

A) Air Pollution Management

Gaseous emissions from reactions shall be scrubbed in a two stage scrubber

to control the gaseous emissions into the atmosphere.

Fugitive emissions will be reduced by providing vent condensers to the

storage tanks and all the reactors are will be provided with primary and

secondary condensers with chilled brine circulation to avoid fugitive emissions

and solvent losses which ensures the recovery of 93-97% and also controlled

by closed operations and suitable handling methods.

Adequate stack height of 32 meters will be provided to the proposed boilers

for effective dispersion of pollutants’ and stack monitoring facilities for the

periodic monitoring of the stack to verify the compliance of the stipulated

norms.

To prevent the particulate matter delivering from the boilers will be arrested by

providing Cyclone separator followed by Bag filters.

B) Water Pollution Management

The HTDS effluents will be collected and treated in steam stripper, MEE system &

ATFD. Condensate along with LTDS effluent will be sent to biological treatment

including R.O system for treatment and reuse. There will be no discharge of effluent

outside the plant premises. The unit will be treated as ZLD unit. Salts from ATFD

and sludge from the ETP will be sent to TSDF for land fill.

C) Noise Pollution Management

Extensive oiling, lubrication and preventive maintenance will be carried out for

the machineries and equipments to reduce noise generation.

Green Belt Development around plant boundaries and within plant in an area

of 2.0 Acres (8187.20SQM).

A thick Greenbelt of 5-10 m width along the periphery of the compound wall

arrests the Noise pollution from the plant.



D) Solid Waste Management The hazardous wastes generated from the industry will be from distillation/process,

ETP sludge, Process organic residues, process Inorganic residues, MEE salts, spent

catalyst/spent carbon, discarded containers and bags which will properly stored in

a hazardous waste storage area with leachate collection system and then

transported and properly disposed.

The entire organic residues will be disposed to cement industries for incineration and

Inorganic residues sent to TSDF for secure land fill.

E) Green Belt The industry proposed to develop greenbelt of 5 to 10m width on all sides of the

industry in an area of 2.0 Acres (8187.20 SQM) from the total area of 6.2375 Acres

(25242.07 SQM) of land, with an amount of Rs.2,45,000 /- for greenbelt. The amount

will be spent during the period of five years. First year amount will be Rs. 1,25,000

for plantation. Second year amount will be Rs.48,000/- for development of plants.

Third year amount will be Rs. 36,000/- for maintenance and development. Fourth &

Fifth year amount will be Rs. 18.000/- & Rs.18,000/- for development. A list of plants

suitable for greenbelt and to the local agro climatic conditions is given in the Draft

EIA report.

F) Solvent Recovery

The solvents like Isopropyl alcohol, Ethyl acetate, Acetone, THF, n- Hexane,

Methanol and Toluene will be recovered up to 95 % by using distillation and the

remaining 5% will be the loss. Remaining solvents which require water wash and

will be recovered about 99.5%.



FIGURE-2: SCHEMATIC DIAGRAM FOR RECOVERY OF SOLVENTS

5.3 ENVIRONMENT MANAGEMENT CELL M/s. Balaji Formulations Pvt. Ltd., Unit – III, will provide a dedicated

Environmental Management Cell with trained staff to look after the proper

environmental management of the proposed plant including operation &

maintenance of all facilities.

5.4 ENVIRONMENT MONITORING PROGRAM

Regular monitoring of environmental parameters is of immense importance to

assess the status of environment during project operation. The regular monitoring

will be carried out with the MoEF/NABL recognized laboratory.

6.0 ROOF WATER HARVESTING

Rainwater harvesting is a mechanism involved in collecting, storing and using. A

rainwater harvesting system comprises various stages – flow of rainwater through

pipes or drains, filtration and storage in tanks for reuse or recharge.

Roof top area is considered for harvesting rainwater for this project and other areas

are excluded due to possibility of chemical contamination. Roof top rainwater

harvesting is one of the appropriate options for augmenting ground water recharge/

storage in urban areas where natural recharge is considerably reduced due to

increased urban activities and not much land is available for implementing any other

artificial recharge measure. The total 3500 m3/Annum of rain water is available for

harvesting.

Storage

tank

Re-

boiler

Condenser

Sub

cooler

Storage

tank



FIGURE-3: ROOF WATER HARVESTING STRUCTURE

7.0 EMP BUDGET The unit has proposed for 107 Lakhs as capital cost and 12.2 Lakhs as recurring

cost for environment pollution control measures.

.

TABLE-15: BUDGETS FOR ENVIRONMENTAL MANAGEMENT PLAN

S. No Particulars Proposed

Capital Cost (Rs. Lac)

Recurring Cost (Rs. Lac)

Per Annum 1 Pollution Control Equipment 8.75 2.0 2 ZLD System 90.0 5.0 3 Rain Water Harvesting 3.0 0.0 4 Green Belt Development 1.25 1.2 5 Health & Safety 4.0 2.0 6 Environmental Monitoring 0.0 2.0

Total 107 12.2



8.0 SOCIO-ECONOMIC DEVELOPMENT

It is predicted that socio-economic impact due to this project will positively increase

the chance of more employment opportunities for local peoples. There are no

Resettlement and Rehabilitation issues involved in this project. The project

infrastructures will be of use to people of the area. The revenue of the village will be

definitely increasing due to the project.

9.0 PROJECT BENEFITS

Proposed project will result in considerable growth and up liftments of local

community in the nearby villages by providing the employment. The proposed project

will generate direct and indirect employment to the nearby villages and the

unavailable technical persons will be recruited from outside.

10.0 CONCLUSION M/s. Balaji Formulations Pvt. Ltd., Unit – III, has committed to implement all the

pollution control measures to protect the surrounding environment – adapting Zero-

Liquid-Discharge System for all its Effluents, by controlling process emissions and

Safe-Disposal of all Solid Wastes – generated either as process wastes or packing

wastes.

The project can definitely improve the regional, state and national economy.

Industrial growth is an indication of all-round Socio-Economic Development – by

generating local Employment and Business Opportunities. The implementation of

this project will definitely improve the physical and social infrastructure of the

surrounding area.

executive summary of draft eia report · 2016-04-28 · the base line data were monitored during...

Documents