replies to the terms of reference issued by s...

ADPL

REPLIES TO THE TERMS OF REFERENCE

ISSUED BY S E I A A- G O K

M/s AMRUT DISTILLERIES PVT LTD

No. 49,13th Mile, Kambipura, Kambipura Village,

Bangalore South Taluk Bangalore - 560074

Prepared by

MAHESH & DEV

17/1, VSN ROAD, TASKER TOWN, BANGALORE - 560051

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TABLE OF CONTENTS

1. CHAPTER 1 .......................................................................................................................... 3-4

2. CHAPTER 2 ........................................................................................................................... 5-7

3. CHAPTER 3 ........................................................................................................................... 8-24

4. CHAPTER 4 ............................................................................................................................ 25-42

5. CHAPTER 5 ..........................................................................................................................43-44

6. CHAPTER 6 ...........................................................................................................................45-69

7. CHAPTER 7 ...........................................................................................................................70-86

8. CHAPTER 8 ...........................................................................................................................87-94

9. CHAPTER 9 ...........................................................................................................................95-96

10. CHAPTER 10 ........................................................................................................................97-98

11. CHAPTER 11 .........................................................................................................................99-100

12. CHAPTER 12 ........................................................................................................................101-102

13. CHAPTER 13 .........................................................................................................................103-104

14. CHAPTER 14 ........................................................................................................................105-112

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CHAPTER --- 1

EXECUTIVE SUMMARY

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1. Executive summary

Sl No.

Particulars Details

1 Name of Company AMRUT DISTILLERIES PVT LTD 2 Location Existing :---Plot No. 49,13TH Mile, Kambipura,

Bangalore-560074 3 Project Activity, Category as per

amendments Project schedule 5(g) Category B ----- B1

4 products of the project Malt & Grape spirit ,Jaggery spirit, Bottling of IML,

5 Total Land area 4 acres, 6 Existing built up area 10432 m2 7 Proposed additional built up area 2500 m2 8 Total built up area 12932 m2 9 Existing production capacity

Proposed product with capacity

Extra Neutral Alcohol (Bought out) secondary distillation– 9231LPD Malt & Grape spirit -289LPD Bottling of IML – 5770 cases/day Extra Neutral Alcohol – 9231LPD ( Remains unchanged) Malt & Grape spirit -2596 LPD Jaggery spirit - 385 LPD Bottling of IML -9616 CPD

10 Raw material Details as listed in page No.s 14 & 15 as below 11 Fresh water requirement Details as listed in Pages 96 & 97 12 Waste water and mode of disposal Effluent shall be treated in existing system and

proposed ETP Treated effluent shall be recycled/reused to the extent and Remaining shall be disposed on land for gardening within premises There will be no discharge of effluent outside factory premises; The unit shall be zero liquid discharge.

13 Power No Additional power is required the existing Contract demand ---- 490 KVA (From BESCOM) is sufficient. Alternate power generators are sufficient as follows Existing emergency, DG sets of 625 kva,250kva,125kva,40 kva totalling 1040kva) 3 ton boiler, 4 ton boiler

14 Manpower No additional Work force required existing 5oo No.s sufficient.

15 Solid and hazardous waste Refer chapter 3, section 3.15, pg 36

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16 Project cost (estimate) 12 Crores

CHAPTER --2

INTRODUCTION OF THE PROJECT

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INTRODUCTION OF THE PROJECT

i. Details of the EIA consultant including NABET accreditation.

M/s MAHESH & DEV

Obtained stay order vide WP 15026-15038/2016 (GM-RES) Dated. 26/3/2016

ii. Information about the project proponent. AMRUT DISTILLERIES PRIVATE LIMITED #49, 13th Mile, Kambipura, Kambipura Village Bangalore South Taluk Bengaluru rural Bangalore 560 074 Mr. MEYYAPPAN Director Technical

7 th Floor, J N R City Centre, # 30, Raja Ram Mohan Roy Road,

Bangalore 560 027

iii. Importance and benefits of the project. M/s Amrut distilleries Pvt ltd was established in the year 1948 by the JAGDALE family and has a rich heritage status in the distillery industry. They have a niche market for their products and have carved a reputation of exporting single malt whiskies to the home land of whiskey that is Scotland and the growth is phenomenally reaching heights in the high bracket premium single malt whiskies.

First Company to place INDIA on the Whiskey Map of the World The Products of the Company compete with the best Whiskies in the World and have the distinction of winning many Gold Medals in International Competition. Adding revenue to the state exchequer in many fold, (Instance Rs 1575 per case for local sales v/s Rs 23673 per case for premium whiskies). Promoting Agricultural Produce Creating economic growth among sub-markets

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AMRUT DISTILLERIES PVT LTD (ADPL) is a company with a history dating

back to the late 1940’s. In the six decades and more since its inception as a

fledgling and novice organization in the field of liquor making, ADPL has made

giant strides in the quality of its products, diversity of its product portfolio, nature

of its clientele and in the geographic spread of its market.

While ADPL is today acknowledged as an important player in the IMFL industry

in the country, its products have created waves even outside India, most notably in

the European Union and in the North American continent. Its product AMRUT

INDIAN SINGLE MALT WHISKY (ASM) and its variants are today accepted as

among the best Single Malt products that the world has to offer. Evidence of its

global standing is the plethora of awards that ASM and its variants have won at no

less than 25 different international forums. The crowning glory is of course the

rating as the 3rd Finest Whisky in the world that was accorded to AMRUT

FUSION Single Malt Whisky.

Apart from ASM, our premium rum, TWO INDIES, another premium whisky

MAQINTOSH SILVER EDITION WHISKY, etc have also gained widespread

appreciation and acceptance. It is therefore no exaggeration to state that the

company is poised to build on its well-earned reputation to scale ever greater

heights.

With appreciation pouring from all directions, demand for the company’s products

has also been rising continuously over the past few years. To meet the rising

demand while maintaining and enhancing the quality of its products, the company

has drawn up expansion plans comprising

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CHAPTER --- 3

Project Description.

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i. Cost of project and time of completion.

Sl no.

Rs. In lakhs

1 Malt plant Building 127

2 Warehouse & bottling building 320

3 Road & drains 28

4 Compound wall 15

5 ETP plant Civil + mechanical 150

6 Rain water harvesting 5

7 Electrical 7

8 2 ton malt processing plant 380

9 2 pot stills 85

10 Cooling tower 6

11 Transfer pumps 3 Nos. 2

12 S .S. Piping 2

13 Receivers 3 Nos. 3

14 Chilling plant 50

15 Steam pipe & accessories 20

TOTAL 1200

The projected time of construction will be about 3 months only

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ii. Products with capacities for the proposed project

(i) Production of 10,000 liters per month of spirit out of jaggery;

(ii) Increase in malt & grape distillation capacity from the existing 7,500 liters

per month to 60,000 liters of Malt Spirit and 7,500 liters of Grape Spirit

per month;

(iii) Increase in the bottling capacity from the present 1, 50,000 cases per month

to 2,50,000 cases per month.

The table below shows the existing capacity of all products and the

expected capacity after expansion plans proposed to be implemented.

Sl. Item Unit Capacity

Present Proposed

1 Extra Neutral Alcohol liters p.m. 5,00,000 5,00,000

(Re-distillation of Rectified Spirit)

2 Malt Spirit & Grape Spirit - do - 7,500 67,500

3 Jaggery Spirit - do - -- 10,000

4 Bottling of IML cases p.m. 1,50,000 2,50,000

iii If expansion project, details of existing products with capacities and whether adequate land is available for expansion reference of earlier EC if any.

SL NO.

PRODUCT Existing capacity

Proposed capacity

Total

1 Extra Neutral Alcohol ( Bought out item )

19231 LPD

00 19231 LPD

2 Malt & Grape spirit

289 LPD 2307 LPD 2596 LPD

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* LPD - Litres per Day * CPD - Cases per Day,

iv. List of raw material required and their source along with mode of transportation.

RAW MATERIAL The primary raw material is jaggery which is locally produced In the state. As is well- known, Karnataka, being a net Exporter, is a surplus state in so far as availability of jaggery is Concerned. Besides, our requirement is a mere 0.2% of total Production of jaggery within the state. Considering all these, We anticipate no difficulties in sourcing Jaggery in sufficient Quantities to meet out requirements. Other material such as yeast, etc is already part of our Existing procurement routines and would pose no logistical Or other difficulties in sourcing. Barley Malt is procured from the Northern states of Punjab, H P, and others, And is transported by trains and trucks, Grapes are from locally grown sources and transported by road. E N A is procured from the various primary distilleries in our state.

3 Bottling of IML

5770 CPD 3846 CPD 9616 CPD

4 Jaggery spirit --- 385 LPD 385 LPD

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v. Other chemicals and materials required with quantities and storage capacities

The process is based on natural fermentation we use only yeast to aid in fermenting. In addition we add ENA in our blending process; we are not using any chemicals in our process.

vi. Details of Emission effluents hazardous waste generation and their management. Effluent and wash water generated

i. SL. Particulars Effluent water Wash water 1. Malt Spirit Plant 19,128 9,000 2. Jaggery Spirit Plant 4,000 500 3. Grape Spirit Plant 4,000 500 4. IML Bottling 2,000 5. Domestic 15,000 Total 27,128 27,000

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SOLID WASTE MANAGEMENT: Quantities of solid wastes before and after expansion and the mode of disposal are detailed in Table given below Details of Solid Waste Management

Sl No.

Description of waste

Existing Quantity Proposed Quantity Mode of Disposal

1 Broken bottles/glass

14.2 tonnes/month 0.12 Tonne/month Sent to glass factory

2 Corrugated Paper waste

9.5 tonnes/month 0.015 tonnes/month

Sent to box manufactures for re-processing

3 Spent grain used barley malt

30.7 tonnes/month 200 tonnes/month To be sold as animal feed for dairy farms

4 ETP sludge 5kgs/day 40kgs/day Will be disposed a manure on land for gardening

5 Waste oil 60 lts/month 10lts/month MS drums – to KSPCB authorized agencies.

6 Laminates --- 5.2Tonne/month Will be sold to recyclers

7 Aseptic Packs --- 1.24 Tonne/month Will be sold to recyclers

8 PET Bottles --- .196 Tonnes/month

Will be sold to recyclers

9 Grape Musk --- 37.5 Tonnes/month

Composting and used as manure

vii. Requirement of water, power, with source of supply, status of approval, water balance diagram, man-power requirement (regular and contract).

WATER REQUIRMENT

1 Malt Spirit Production 18.5

2 Jaggery Spirit Production 2.5

3 Grape Spirit Plant 1.5

4 Cooling Tower ( Make up water) 48.21

5 Boiler House (Net Requirement) 6

6 RO Plant 62

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POLLUTION LOAD IMPACT DUE TO EXPANSION – WATER ZERO DISCHARGE

� Existing waste water Generation – 30 KLPD � Proposed waste water Generation – 60 KLPD � Total waste water Generation – 90 KLPD

7 Wash Water for IML Bottling Plant 26

8 Domestic 22 9 Filter Backwash 3 10 Regeneration 2 TOTAL 191.71

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� Existing Effluent Treatment Plant – 30 KL (Anaerobic lagoon with EAS) � Proposed Effluent Treatment Plant–90 KL (UASB with EAS & filter press) � Usage of treated water: Treated water from E T P 81 Kl � 58 KL for gardening in an area of 11511 Sq.M @ the rate of 5L/Sq.M in the

factory premises and excess water is used for gardening in adjacent land � 2 KL for floor wash in non production areas. � 6 KL for boiler feed � 15 KL for Toilet Flushing �

Our industry is employing about 500 employees and we do not propose to have a Township, our workers are ferried to and fro from various destinations by our own transport. POWER-ENERGY FACILITIES

BESCOM

CONTRACT DEMAND 490 KVA

COST/KVA FOR CONTRACAT DEMAND RS 180

AVERAGE UNITS CONSUMED PER MONTH 91766

COST PER UNIT RS 5.90

ELECTRICALS

1 TRANSFORMER RATING -950KVA 1 NO

2 TYPE- DIESEL GENERATORS OLTC

625KVA-CUMMINS-STAMFORD 1NO

250KV-CUMMINS-KIRLOSKAR 1NO

125KVA- LIGHTING GENERATOR 1NO

40KVA- LIGHTING GENERATOR 1NO

3 BOILERS - Briquette fed

3 TON BOILER -- JAYA MAKE 1NO

4 TON BOILER -- FORBESMARSHALL MAKE- 1NO

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viii. Process description along with major equipments and machineries, process flow sheet (quantities) from raw material to products to be provided.

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FLOW DIAGRAME

i.

JAGGERY PULVERIZATION FERMENTATION

DISTILLATION

JAGGERY SPIRIT

MATURATION

BLENDING & BOTTLING

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FLOW DIAGRAM-MALT PLANT

ii. CLEARWORTTO

iii. iv.

MASH

TUN

CIP

TANKS

GRIST

STORAGE

MILLING

SECTION

PLATE HEAT

EXCHANGER

CHILLED

WATER

TANK

HOT WATER

TANK

FERMENTOR

TO SPENT

GRAIN

SILO

WASH STILL

SPIRIT STILL MALT RECEIVER+LOW

WINE RECEIVER

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ix. Hazard identification and details of proposed safety systems.

We have identified the areas of Hazards and our workers are well trained in the combat of any eventuality we are regularly conducting fire drills and First aid practices.

x. Expansion/modernization proposals. MODERNIZATION PROPOSALS:

Established in year – 1948 Relocated to current location in financial year 1987 -1988 Modernization with addition of new product - jaggery spirit. E C as per Notification 2006 was not applicable. a. Copy of all the environmental clearance(s) including Amendments thereto

obtained for the project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment and Forests as per circular dated 30th May, 2012 on the status of compliance of conditions stipulated in all the existing environmental clearances including Amendments shall be provided. In addition, status of compliance of Consent to Operate for the ongoing existing operation of the project from SPCB shall be attached with the EIA-EMP report.

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b. In case the existing project has not obtained environmental clearance, reasons for not taking EC under the provisions of the EIA notification 1994 and /or EIA notification 2006 shall be provided copies of consent to Establish/No Objection certificate and consent to Operate (in case of units operating prior to EIA Notification 2006, CTE and CTO of FY 2005-2006) obtained from the SPCB shall be submitted. Further, compliance report to the conditions of consents from the SPCB shall be submitted.

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COMPLIANCE REPORT UNDER WATER ACT

Consent for Establishment for Operation for our unit vide your letter KSPCB/SEO-4/DEO/AEO/WPC/2005-06/50 dated 21st June 2005

Conditions:

1. The applicant shall make an application for consent along with prescribed fee at least 120 days before the date of expiry of this consent order.

Reply: we will apply well in advance (120 days) before the expiry of this consent order

2. The Board reserves the right to review, impose additional condition or conditions, revoke, change or alter the terms and conditions of this consent

Reply: we oblige the above condition and adhere to any additional condition or

Conditions, revoke, change or alter the terms

3. The consent for discharge of Sewage effluents from the factory shall not be constructed as Boards permission to continue to discharge the sewage effluent from factory into the place (as mentioned in this consent order) which pollutes the water therein endangering the life and property of the persons using the said water before or after the period indicated in the terms and conditions of this consent order.

Reply: we will not be discharging the sewage effluent; we will treat the sewage and use

For the gardening purpose and we assure that we will not be endangering the life

And property of the persons

4. The applicant shall treat the effluent to the standards stipulated in annexure-1 Reply: we are treating the effluents to the standards stipulated in the annexure -1

5. The applicant shall dispose solid waste/hazardous wastes in a scientific manner. Reply: we are disposing all the solid wastes in a scientific manner and the hazardous

Wastes are stored in an isolated place and disposed off to the PCB authorized

Dealers

6. The applicant shall analyze the treated effluent every month for the parameters indicated in Annexure -1 and shall furnish the reports regularly.

Reply: we analyzing the effluents regularly and we are submitting the reports every

Month to the Regional office.

7. The applicant shall file cess returns regularly Reply: we are submitting the cess returns monthly

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8. The applicant shall file the environmental statement for every year ending with March

Reply: we are submitting the environmental statement every year in the month of September regularly.

9. This consent is granted for the manufacture of Re-Distillation of 5 Lakh Lts/ Month of rectified spirit to neutral spirit, IML Bottling of 1.5 Lakh case/month and Malt and Grape Spirit of Capacity of 7500 Lts/month respectively

Reply: this is our Maximum production and we will stick to this capacity and if there is

Any increase in production we will take consent for expansion

10. The quantity of domestic effluent and trade effluent shall not exceed 4 KLD and 27 KLD respectively.

Reply: our domestic effluent and trade effluent shall not exceed 4 KLD and 27 KLD

Respectively.

11. The industry shall maintain Log book for waste water management & effluents can be completely utilized for land.

Reply: we are maintaining the log book in the effluent treatment plant and we will utilize

The entire treated for gardening

COMPLIANCE REPORT UNDER AIR ACT

Consent for Establishment for Operation for our unit vide your letter KSPCB/SEO-4/DEO/AEO/APC/2005-06/53 dated 21st June 2005

Conditions:

1. The applicant shall make an application for consent along with prescribed fee at least 120 days before the date of expiry of this consent order.

Reply: we will apply well in advance (120 days) before the expiry of this consent order

2. The Board reserves the right to review, impose additional condition or conditions, revoke, change or alter the terms and conditions of this consent

Reply: we oblige the above condition and adhere to any additional condition or

Conditions, revoke, change or alter the terms

3. The applicant shall provide measures as indicated in Annexure-1. Reply: we have provided the measures as indicated in the Annexure -1

4. The noise generated in the factory shall be within the prescribed limits of 75dB (A) leq. During day time and 70dB (A) during night time.

Reply: we are monitoring noise levels and maintaining the decibels as prescribed.

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5. The applicant shall monitor the stack emissions every 30 days for the parameters indicated in annexure-1 and shall furnish the analysis reports regularly

Reply: we are monitoring the stack emissions every month for the parameters as

Indicated in Annexure -1 and submitting the same to the Board every month

6. The applicant shall file the environmental statement for every financial year ending with 31st March in form V as per Environment (Protection) Rules 1986. The statement shall be furnished before the end of September

Reply: we are submitting the environmental statement every year in the month of September regularly.

7. This consent is granted for the manufacture of Re-Distillation of 5 Lakh Lts/ Month of rectified spirit to neutral spirit, IML Bottling of 1.5 Lakh case/month and Malt and Grape Spirit of Capacity of 7500 Lts/month respectively

Reply: this is our Maximum production and we will stick to this capacity and if there is

Any increase in production we will take consent for expansion

8. The applicant shall provide acoustic enclosures for DG sets and comply with other requirements as per Sl No 94 of Schedule -1 of Environmental (Protection) Act 1986

Reply: we are regularly monitoring the noise levels and the levels are well within the Limits.

c. Comparative statement of existing and the proposed capacity, products, use of natural resource, waste generation, pollution potential, etc.,

* LPD - Litres per Day * CPD - Cases per Day,

SL NO.

PRODUCT Existing capacity

Proposed capacity

Total

1 Extra Neutral Alcohol ( Bought out item )

19231 LPD

00 19231 LPD

2 Malt & Grape spirit

289 LPD 2307 LPD 2596 LPD

3 Bottling of IML

5770 CPD 3846 CPD 9616 CPD

4 Jaggery spirit --- 385 LPD 385 LPD

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CHAPTER – 4

Site details:

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Site details:

i. Location of the project site covering village, Taluk /Tehsil, District and State, Justification for selecting the site, whether other sites were considered.

Attached as annexure – 1 Location map

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ii. A topo sheet of the study are of radius of 10km and site location of 1; 50,000/1; 25,000 scale on an A3 /A2 sheet. (including all eco-sensitive areas and environmentally sensitive places)

Attached as annexure 2 Topo sheet

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iii. Details w.r.t. option analysis of section of site.

There was an unanimous decision to shift the old unit which was located in the CBD the land was purchased by us and it was industrially converted, and there are no legal hurdles or any R & R issues.

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iv. Co- ordinates (lat-long) of all four corners of the site.

SLNO. CPRMER LATITUDE LONGITUDE 1 NE 12053’22.48”N 77027’12.24”E 2 SE 12053’16.38”N 77027’05.85”E 3 SW 12053’19.58”N 77027’02.08”E 4 NW 12053’25.78”N 77027’08.34”E 5 CENTER 12o53’23.07”N 77o 27’08.46”E

v. Google map-Earth downloaded of the project site. Attached as annexure – 3 Google map

vi. Layout maps indicating existing unit as well as proposed unit indication storage

area, plant area, greenbelt area, utilities etc. If located within an Industrial area/Estate/complex, layout of Industrial area indicating location of unit within the Industrial area/Estate.

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vii. Photographs of the proposed and existing (if applicable) plant site. If existing, show photographs of plantation/greenbelt, in particular.

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i. Land use break-up of total land of the project site (indentified and acquired), government/private – agricultural, forest, wasteland, water bodies, settlements, etc shall be included. (not required for industrial area)

M/s. Amrut Distilleries pvt.Ltd. Kambipura, Bangalore-74

Land Details

i) Total area of factory land 1) Amrut Distilleries Pvt. Ltd., 16186.18 sqmts 2) Lease site area (ADL) 24276 sqmts

Total area 40462.18 sqmts

ii) Built up area Existing factory building Proposed Building area Warehouse 1750

Malt Plant 750

9210.89 sqmts 2500 sqmts

“2500 Total 11710 sqmts

i) Garden and Green area 3910 sqmts Existing factory area 6101 sqmts

Leese site area ETP area 1500 sqmts

Total 11511 sqmts

STANDARD TERMS OF REFERENCE

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i. A list of major industries with name and type within study area (10km radius) shall be incorporated. Land use details of the study area.

Sl.no Location Industry 1 Ramohalli

Channakeshava furn industries Sagar industries

2 Kumbalagodu

R N S infrastructure & developers Mach mind technologies pvt ltd Arvind- E – meters pvt ltd Green cook appliances pvt ltd Dwarakami farms and developers pvt ltd Serge blue fashion pvt ltd Wipro Kawasaki precision machinery pvt ltd Ujjwal poly pack (India) pvt ltd Anitha polypack Bangalore pvt ltd United Spirits ltd

3 Doddabele

Temic power electronics systems India pvt ltd Agrya food services systems India pvt ltd

4 Kommaghatta Insemp engineering services pvt ltd 5 Kambipura Sunrise plastics 6 Chalaghatta

Ajith powder coatings pvt ltd AKP foundries pvt ltd


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ii. Geological features and Geo-hydrological status of the study area shall be included.

The land is very well developed and the areas are well drained , flat and raising towards eastern side .

Study on the groundwater occurrence in located at Kambipura in Kengeri hobli, Bangalolre District to ascertain the geohydrological features and to estimate the groundwater resources in the area. The area is comprised of granitic gneiss with dolerite intrusives. Red sandy soil is predominant. The first order streams flows Northerly Generally the tanks remain dry for most part of the year. In view of their dryness for most part of the year, there is no effective irrigation from these tanks.

A systematic integrated approach has been made to delineate potential target zones and to select productive bore well sites. Relevant hydrogeomorphological features have been identified and delineated. Detailed field work has been carried out to study the geology of the area and also well inventory was carried out to study the groundwater conditions. Satellite imagery has also been consulted to identify the fracture/lineaments. Finally, a systematic resistivity survey has been conducted in the selected zones to understand the subsurface conditions and to locate bore well sites.

GEOMORPHOLOGY

The area forms a clayey sandy soil underlain by granitic gneisses. The rocky outcrops are not seen on the surface, but however, at places, where the terrain is severely eroded. Weathered gneisses are seen. The gneisses are traversed by numerous quartz and pegmatite veins. A major fracture/lineament trending NNE-SSW, passing through the central portion towards north of the area has been inferred and it is occupied by a stream. The area is sloping NNE- direction and lake nearby. It seems to be like valley portion. The aquifer is there at different places in patches.

A granitic mound located west of Ramanagra has a maximum altitude of 957 M in the area and minimum altitude of 900 M is near channaptna which happens to be the groundwater discharge point in the micro-watershed.

Study of land uses of ecosystem play an important part in identifying issues and to take appropriate

action to maintain "Ecological Homoeostasis" in the development of the region.

This section is to define the present environmental status and evaluate changes that might occur due

to Urbanization. The study of the land pattern that is helpful device for the proper utilization of the

land for construction of building, green belt development

The Objectives of the Land Use Study is:


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• To determine the present land use.

• To analyze the impact on land use due to construction of ware house and bottling

plant

• To recommend optimization of the future land use pattern vise-avis growth of

population and its associate impacts.

Methodology:

The land use has been studied by analyzing and synthesizing the secondary data i.e., from the

1991 District Census Handbook covered under the REIA study.

Location Setting (Regional)

The proposed project is located at a Lattitude 12o53’23.07”N and Longitude77o 27’08.46”E of The

total plot area of the project is about 4 acres and is located at a distance of about 20 KM from

Bangalore City. The Topo-map of study area indicating 10 KM radius around the project site and

the contours indicating the general nature of the terrain in the study area is enclosed in Annexure

Land Use Pattern: The land around the project site indicates a mixed land use pattern with industrial,

residential, commercial establishments and partially agricultural areas.

The general pattern of industrial and residential Growth shows that they are developed on the

outskirts of the villages and along with urban setting due to its proximity to the Bangalore city and

the residential needs.

Transportation: This area where the residential apartment is proposed is well connected to Bangalore

city by S H – 17 which connects Bangalore City to Mysuru Town and continues

Agricultural Land: No major agricultural farming activities are observed in the close vicinity of the

project area other than the cultivations in the villages of Kambipura and Ramohalli

In addition to this farming activities can be observed along the road that leads to Channapatna and

due to the urban setting no farming activities are observed towards the direction of Bangalore city.


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8.2.7 Soil Environment:

Soil Characteristics:

It is essential to determine the potential of soil in the area and identify the impacts of urbanization

and industrialization on soil quality. Accordingly, a study of assessment of the soil quality has

been carried out.

Data Generation:

For studying the existing soil profile of the region, sampling locations were selected in and around

the project area representing various land use locations. The physical, chemical and heavy metal

concentrations were determined. The samples were collected by ramming a core-cutter into the soil

up to a depth of 90 cms.

The present study on soil profile establishes the baseline characteristics and identifies the

incremental concentrations if any, due to the proposed plant. The sampling locations have been

identified with the following objective:

• To determine the baseline soil characteristics of the study area

• To determine the impact of Urbanization on soil characteristics, and

• To determine the impact on soils more importantly from agricultural productivity point of

view.

. At each location, soil samples were collected from three different depths viz. 30 cms, 60 cms and

90 cms below the surface and homogenized. The homogenized samples were analyzed for physical

and chemical characteristics.

Baseline Soil Status:

Soil samples were collected at the project site. The physicochemical characteristic of the soil are

analyzed and tabulated in the Table -3.2 as under.

The borehole investigations indicate the presence of Top Surface layers of red. Reddish Brown, to

brown with grey, clayey Silty sand to Silty clayey sand, under layer by brown with grey, to red with

yellow and grey, clayey Silty sand to Silty clayey sand. These to surface extend to depths ranging

from 2.50 m to 3.00 m. therefore; the sub soil encountered is grey with white, brown with white, to

white with yellow, clayey Silty sand to Silty sand with clay.


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The results of the analysis show that the nature of soil varies from SILTY CLAYEY SAND TO

SILTY SANDY CLAY in the project area. Available water absorption/holding capacity is about

42.08%. Soil from the location does not show any sodicity problem. Soils are slightly acidic, having

low dissolved salts (i.e. low electrical conductivity values). Nutrients, Organic carbon values

indicate that soil have fair/good potential for green belt development.

The locations of bore holes. Soil profile, Grain size analysis and the soil properties are enclosed in

the following pages.

SOILS

Red sandy soil and black soil are the types seen in the study area Red sandy soil which is confined to the upper regions in its thickness from 1 to 1.5 M. Black soil confined to valleys and lower regions, varies in thickness from 0.50 to 1.50 M.

GEOLOGY

The area is comprised of granitic gneiss intruded by dolerite dyke outcrops of granitic gneiss are seen to the west of Kumbalgodu The foliation trend of the granitic gneiss is NNW-SSE. Small amphibolite outcrops are seen on the road side.

Two prominent dykes are seen in the area while the one at Ramohalli Village has ENE-WSW trend the other occurring south west of Kambipura Village has East-West trend. These dykes have created on impact on the mode of occurrence of groundwater.

GROUNDWATER OCCURRENCE

Groundwater in the area occurs under unconfined water table condition in the weathered zone. The static water level is about 60 feet below the ground level, the water table is cut y the topography and a temporary effluent situation is observed. The aquifer seems to be good.

RESISTIVITY IVESTIGATION

In order to understand the nature of the subsurface formation and to detect the fractures, detailed electrical resistivity investigation has been -carried out. 10 vertical electrical soundings VES has been conducted in a systematic manner down to a depth equivalent of 200 mts of AB/2 separation. The location of different VES spots is shown.

The subsurface is characterized by an electrically layered structure the top one interpreted as the solid and highly weathered zone. The middle layer representing weathered/semi weathered/fractured rock and the third highly resistive layer indicating the hard rock.


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The thickness of the first layer varies from 1.8 to 7.0 mts with the resistivity varying from 6 ohm.mts to 100 ohm.mts indicating the different chemical/physical character of the top soil at the different places. The weathered fractured zone also shows marked variation in the resistivity which ranges from 4.2 to 56 ohm.mts and its thickness varies from 2.7 to 35 mts. The depth of the hard basement as indicated by the asymptotic nature of the VES curve varies from 5.4 to 32.4 mts below the ground surface.

In general, depth of weathering is more in the vicinity of the fracture zone occupied by the stream and also towards the North-eastern part.

GROUNDWATER UTILISATION

The groundwater in the area occurs under unconfined and semi confined conditions. Around granites are highly fractured and are found to be potential zones for groundwater resources. The study of the bore wells in the area indicated the weathered zone ranging upto 15 to 20 meters depth.

Generally the potential fractures are trapped between 45 to 120 meters

All the bore wells are fitted with 5 to 7.5 HP sub-mersible pumps. The pumping hours for irrigation during Rabi and summer ranges from 4 to 6 hours per day. During Kharif the pumping hour depends upon the rainfall and it varies from 6 to 8 hours per day. The depth of bore well drilled ranges from 300 – 800 ft. with the yield ranging from 600 to 3500 GPH.

Apart from the irrigation bore wells there are sixteen bore wells drilled in to meet the drinking water requirements of Kumbalgodu Panchayat area, these bore wells drilled from 35 to 190 meters depth are yielding 600 to 2000 GPH. The groundwater draft for drinking purposes is assessed at about 7.79 hectare metres annually.

The groundwater pumped from bore wells is stored in the surface ponds constructed out of mud from where water is further fed to the crops. Conveyance and evaporation losses are more through such practices. It has been observed, that in certain pocke5ts there is over irrigation and no judicious usage of groundwater resources. Crops like Mulberry, Banana, Sugarcane, Ragi, Maize, Groundnut, Garden crops and Vegetables are commonly grown under well irrigation.


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iii. Details of Drainage of the project up to 5km radius if study area. If the site is within 1km radius of any major river, peak and lean season river discharge as well as flood occurrence frequency based on peak rainfall data of the past 30 years. Details of flood level of the project site and maximum flood level of the river shall also be provided. (mega green field projects)

The entire area is developed and disturbed from its original state with many industrial and residential projects established, however there is a very clear drainage pattern developed by the local authorities.

iv. Status of acquisition of land. If acquisition is not complete, stage of the acquisition process and expected time of complete possession of the land.

Our own property we need not acquire any land. The land documents spell out the ownership

v. R&R details in respect of land in line with state Government policy.

The land is owned by the Group and is in possession from many decades, the property is well bounded by the boundaries as mentioned in the schedule and there is no question of

R & R. The ownership of the land is well acknowledged by the documents released by the Revenue department.


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CHAPTER --- 5

Forest and wildlife related issues (if applicable):


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i. Permission and approval for the use of forest land (forestry clearance), if any and recommendations of the state forest Department. (if applicable)

The land is self owned with conversions for Industrial use by the Revenue department and it does not fall under the purview of Forest land, hence we do not require any forest department clearance

ii. Land use map based on High resolution satellite imagery (GPS) of the proposed site delineating the forestland (in case of projects involving forest and more than 40 ha)

Does not fall under the purview of the question

iii. Status of application submitted for obtaining the stage forestry clearance along with latest status shall be submitted.

The land does belong to the forest department; hence the question of forestry clearance does not occur.

iv. The projects to be located within 10 km of the national parks sanctuaries, Biosphere Reserves, Migratory corridors of Wild Animals, the project proponent shall submit the map duly authenticated by chief wildlife warden showing these features vis-a-vis the project location and the recommendations or moments of the chief wildlife warden-thereon.

The land is away from the above mentioned areas, the area is adjacent to the KIADB industrial areas.

v. Wildlife conservation plan duly authenticated by the chief wildlife warden of the state government for conservation of schedule i fauna, if any exists in the study area.

There is no wildlife zone in the vicinity of the study area.

vi. Copy of application submitted of clearance under the wildlife (Protection) act, 1972, to the standing committee of the National Board for Wildlife.

Since the land is located in an industrial area we are not subject to the Wildlife (Protection) act of 1972 and hence we have not applied for clearance.


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CHAPTER ---6

Environmental status:


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i. Determination of atmospheric inversion level at the project site and site-specific micrometeorological data using temperature, relative humidity, hourly wind speed and direction and rainfall.

Temperature charts

OCTOBER 2016

SUN 9/25

Actual Temp 27° /20° Hist. Avg. 28°/20°

MON 9/26


TUE 9/27


WED 9/28


THU 9/29


FRI 9/30


SAT 10/1


SUN 10/2


MON 10/3


TUE 10/4


WED 10/5


THU 10/6


FRI 10/7


SAT 10/8


SUN 10/9


MON 10/10


TUE 10/11


WED 10/12


THU 10/13


FRI 10/14


SAT 10/15


SUN 10/16


MON 10/17


TUE 10/18


WED 10/19


THU 10/20


FRI 10/21


SAT 10/22


SUN 10/23


MON 10/24


TUE 10/25


WED 10/26


THU 10/27


FRI 10/28


SAT 10/29


SUN 10/30


MON 10/31


TUE 11/1


WED 11/2


THU 11/3


FRI 11/4

Actual Temp 32° /20° Hist. Avg. 27°/18

SAT 11/5



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November 2016

SUN 10/30


MON 10/31


TUE 11/1


WED 11/2


THU 11/3


FRI 11/4


SAT 11/5


SUN 11/6


MON 11/7


TUE 11/8


WED 11/9


THU 11/10


FRI 11/11


SAT 11/12


SUN 11/13


MON 11/14


TUE 11/15


WED 11/16


THU 11/17


FRI 11/18


SAT 11/19


December2016

SUN 11/20


MON 11/21


TUE 11/22


WED 11/23


THU 11/24


FRI 11/25


SAT 11/26


SUN 11/27


MON 11/28


TUE 11/29


WED 11/30


THU 12/1


FRI 12/2


SAT 12/3


SUN 11/27


MON 11/28


TUE 11/29


WED 11/30


THU 12/1


FRI 12/2


SAT 12/3


SUN 12/4


MON 12/5


TUE 12/6


WED 12/7


THU 12/8


FRI 12/9


SAT 12/10



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SUN 12/11


MON 12/12


TUE 12/13


WED 12/14


THU 12/15


FRI 12/16


SAT 12/17


SUN 12/18


MON 12/19


TUE 12/20


WED 12/21


THU 12/22


FRI 12/23


SAT 12/24


SUN 12/25


MON 12/26


TUE 12/27


WED 12/28


THU 12/29


FRI 12/30


SAT 12/31


January 2017

SUN 1/1


MON 1/2


TUE 1/3


WED 1/4


THU 1/5


FRI 1/6


SAT 1/7


SUN 1/8


MON 1/9


TUE 1/10


WED 1/11


THU 1/12


FRI 1/13


SAT 1/14


SUN 1/15


MON 1/16


TUE 1/17


WED 1/18


THU 1/19


FRI 1/20


SAT 1/21


SUN 1/22

Actual Temp 30° /17° Hist. Avg.

MON 1/23


TUE 1/24


WED 1/25


THU 1/26


FRI 1/27


SAT 1/28



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28°/16° 28°/16° 28°/16° 28°/16° 28°/16° 28°/16° 29°/16°

SUN 1/29


MON 1/30


TUE 1/31


WED 2/1


THU 2/2


FRI 2/3


SAT 2/4


February 2017

SUN 1/29

Actual Temp 30° /19° Hist. Avg. 29°/16

MON 1/30


TUE 1/31


WED 2/1


THU 2/2


FRI 2/3


SAT 2/4


SUN 2/5


MON 2/6


TUE 2/7


WED 2/8


THU 2/9


FRI 2/10


SAT 2/11


SUN 2/12


MON 2/13


TUE 2/14


WED 2/15


THU 2/16


FRI 2/17


SAT 2/18


SUN 2/19


MON 2/20


TUE 2/21


WED 2/22


THU 2/23


FRI 2/24


SAT 2/25


SUN 2/26


MON 2/27


TUE 2/28


WED 3/1


THU 3/2


FRI 3/3


SAT 3/4



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WIND ROSES

JANUARY FEBRUARY

MARCH APRIL

MAY

ii. JUNE iii. iv. v.

JULY AUGUST

307

10

379

13

307

14 233

22

300

14 230

3

308

3 300

3


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OCTOBER

SEPTEMBER

DECEMBER

NOVEMBER

293

22

236

27

236

21

306

2


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Statistics based on observations taken between 10/2016 to 02/2017 daily from 7am to 7pm local time in Bangalore

Bangalore weather station: 921 m.a.s.l., 11.0 km away from Kengeri Satellite Town

Sl no. Direction % Wind

1 N 0.7 2 NNE 1 3 NE 5.5 4 ENE 2.5 5 ENE 30.3 6 ESE 4.2 7 SE 10.9 8 SSE 0.4 9 S 2 10 SSW 2.8 11 SW 23.3 12 WSW 3.4 13 WSW 6.1 14 WNW 1.5 15 NW 4.6 16 NNW 0.5


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vi. AAQ data (except monsoon) at 8 locations for PM10, PM2.5, SO2, NOX, CO and other parameters relevant to the project shall be collected. The monitoring stations shall be based CPCB guidelines and take into account the pre-dominate wind direction, population zone and sensitive receptors including reserved forests.

AMBIENT AIR QUALITY STATIONS:

SL No Location Name Station Name 01 Rajarajeshwari dental college L 1 02 Near ISRO telemetry centre L 2 03 Near Dodda aladamara L 3 04 Near Anchepalya L 4 05 Near Kambipura L 5 06 Near Rajarajeshwari Medical College L 6 07 Near Kumbalagodu L 7 08 Near Kengeri Arch Bridge L 8

AMBIENT AIR QUALITY MONITORING Particulate Matter (size less than 10 µm) or PM10 Sl No Date of

sampling L1 L2 L3 L4 L5 L6 L7 L8

01 25.10.2016 86 83 113 78 90 85 82 70 02 28.10.2016 79 82 95 75 96 90 121 81 03 8.11.2016 74 74 71 81 80 84 107 76 04 11.11.2016 86 97 70 84 75 81 96 82 05 20.12.2016 90 78 80 102 74 78 81 80 06 23.12.2016 85 76 82 97 72 74 76 74 07 27.12.2016 91 80 82 96 82 75 78 77 08 30.12.2016 84 75 81 96 71 73 75 73 09 3.01.2017 83 74 79 93 70 72 73 72 10 6.01.2017 92 79 82 95 75 74 74 71 11 10.01.2017 94 82 86 94 79 77 77 74 12 13.01.2017 91 80 82 96 82 75 78 77 13 17.01.2017 86 84 80 92 80 70 74 72 14 20.01.2017 75 81 80 102 72 74 84 99 15 24.01.2017 92 95 97 82 93 89 88 87 16 31.01.2017 110 90 85 119 78 90 85 82 17 03.02.2017 108 86 83 113 73 88 81 78 18 07.02.2017 101 82 80 110 79 84 83 81 19 10.02.2017 98 80 84 107 76 81 80 78 20 14.02.2017 91 79 81 104 75 80 81 79 21 17.02.2017 96 80 86 97 70 75 72 68 22 21.02.2017 92 80 82 95 70 72 70 67 23 24.02.2017 81 74 86 95 70 79 80 79 MeanValue 89.78 81.34 83.78 95.78 77.47 79.13 82.43 77.26 Maximum 110 97 113 119 96 90 121 99 Minimum 74 74 70 75 70 70 70 67 98th percentile

87.9 79.71 82.10 93.86 75.92 77.54 80.78 75.71

NAAQS 100 100 100 100 100 100 100 100 Note: All the Values are expressed in micrograms/ M 3


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AMBIENT AIR QUALITY MONITORING Particulate Matter (size less than 2.5 µm) or PM2.5

Sl No Date of



44.81 36.38 35.82 50.05 30.63 30.11 33.90 28.88



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AMBIENT AIR QUALITY MONITORING DATA FOR OXIDES OF SULPHUR Sl No Date of





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AMBIENT AIR QUALITY MONITORING DATA FOR OXIDES OF NITROGEN Sl No Date of


01 25.10.2016 13 12 19 16 17 17 17 18 02 28.10.2016 14 16 15 20 16 16 23 17 03 8.11.2016 15 17 17 18 19 12 16 15 04 11.11.2016 15 19 16 14 13 16 15 16 05 20.12.2016 13 14 12 16 18 16 18 19 06 23.12.2016 12 16 17 16 15 13 15 15 07 27.12.2016 19 16 17 22 23 16 20 20 08 30.12.2016 14 13 16 15 14 13 14 14 09 3.01.2017 13 12 14 14 15 14 15 15 10 6.01.2017 17 14 16 15 20 15 17 17 11 10.01.2017 15 16 15 17 24 17 21 22 12 13.01.2017 19 16 17 22 23 16 20 20 13 17.01.2017 17 15 16 20 21 15 19 19 14 20.01.2017 13 16 12 16 15 13 14 15 15 24.01.2017 15 14 18 11 20 14 16 16 16 31.01.2017 19 15 14 21 16 17 17 17 17 03.02.2017 16 13 12 19 15 16 16 17 18 07.02.2017 14 11 13 17 17 15 17 18 19 10.02.2017 13 12 12 16 15 17 17 18 20 14.02.2017 12 13 13 15 17 15 17 18 21 17.02.2017 16 19 15 19 16 17 17 17 22 21.02.2017 16 17 19 16 15 19 18 18 23 24.02.2017 13 17 21 17 18 16 18 19 Mean Value

14.91 14.91 15.97 17.04 17.47 15.43 17.26 17.39

Maximum 19 19 21 22 24 19 23 20 Minimum 12 11 12 11 13 13 14 14 98th percentile



ADPL[Type text]

AMBIENT AIR QUALITY MONITORING DATA FOR LEAD (PB) Sl No Date of


01 25.10.2016 0.20 0.20 0.35 0.30 0.35 0.33 0.33 0.30 02 28.10.2016 0.30 0.30 0.27 0.35 0.25 0.30 0.50 0.30 03 8.11.2016 0.32 0.31 0.31 0.3 0.4 0.30 0.35 0.25 04 11.11.2016 0.30 0.40 0.25 0.3 0.28 0.3 0.29 0.35 05 20.12.2016 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.4 06 23.12.2016 0.3 0.3 0.4 0.3 0.3 0.2 0.3 0.2 07 27.12.2016 0.40 0.30 0.30 0.35 0.35 0.31 0.31 0.30 08 30.12.2016 0.3 0.28 0.3 0.29 0.25 0.25 0.24 0.23 09 3.01.2017 0.25 0.25 0.27 0.26 0.30 0.30 0.31 0.32 10 6.01.2017 0.35 0.30 0.30 0.27 0.35 0.32 0.31 0.31 11 10.01.2017 0.30 0.35 0.30 0.30 0.40 0.34 0.37 0.38 12 13.01.2017 0.40 0.30 0.30 0.35 0.35 0.31 0.31 0.30 13 17.01.2017 0.30 0.35 0.31 0.30 0.30 0.30 0.29 0.29 14 20.01.2017 0.28 0.30 0.25 0.35 0.30 0.20 0.30 0.32 15 24.01.2017 0.25 0.30 0.35 0.20 0.30 0.35 0.33 0.34 16 31.01.2017 0.40 0.25 0.25 0.40 0.30 0.35 0.33 0.33 17 03.02.2017 0.30 0.20 0.20 0.35 0.25 0.30 0.30 0.31 18 07.02.2017 0.25 0.25 0.25 0.30 0.30 0.25 0.29 0.29 19 10.02.2017 0.30 0.25 0.30 0.35 0.25 0.30 0.30 0.30 20 14.02.2017 0.25 0.30 0.30 0.30 0.30 0.25 0.28 0.28 21 17.02.2017 0.35 0.30 0.30 0.40 0.25 0.35 0.32 0.32 22 21.02.2017 0.30 0.35 0.34 0.30 0.30 0.30 0.30 0.29 23 24.02.2017 0.30 0.34 0.40 0.25 0.35 0.25 0.28 0.27 Mean Value

12.57 0.30 0.29 0.3 0.31 0.30 0.29 0.31 0.30

Maximum 0.40 0.40 0.40 0.40 0.40 0.35 0.50 038 Minimum 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.2 98th percentile



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AMBIENT AIR QUALITY MONITORING DATA FOR CARBON MONO-OXIDE Sl No Date of


01 25.10.2016 0.70 0.60 0.80 0.60 1.00 0.79 0.78 0.67 02 28.10.2016 0.70 0.80 0.70 0.90 0.70 0.80 1.10 0.70 03 8.11.2016 0.80 0.80 0.80 0.8 0.8 0.80 0.80 0.70 04 11.11.2016 0.75 0.90 0.60 0.9 0.6 0.8 0.7 0.60 05 20.12.2016 0.6 0.7 0.7 0.8 0.7 0.8 0.8 0.8 06 23.12.2016 0.8 0.7 0.9 0.8 0.7 0.6 0.6 0.6 07 27.12.2016 0.90 0.80 0.90 0.90 0.85 0.80 0.82 0.81 08 30.12.2016 0.9 0.6 0.8 0.7 0.6 0.7 0.61 0.58 09 3.01.2017 0.70 0.60 0.70 0.60 0.70 0.70 0.69 0.69 10 6.01.2017 0.90 0.70 0.80 0.70 0.90 0.80 0.80 0.80 11 10.01.2017 0.80 0.60 0.70 0.80 0.80 0.90 0.89 0.92 12 13.01.2017 0.90 0.80 0.90 0.90 0.85 0.80 0.82 0.81 13 17.01.2017 0.70 0.90 0.80 0.80 0.75 0.70 0.73 0.72 14 20.01.2017 0.60 0.80 0.70 0.80 0.70 0.60 0.80 0.70 15 24.01.2017 0.90 1.00 0.90 0.60 0.80 0.90 0.76 0.73 16 31.01.2017 1.10 0.60 0.70 0.90 0.60 1.00 0.79 0.78 17 03.02.2017 1.00 0.70 0.60 0.80 0.70 0.80 0.69 0.66 18 07.02.2017 0.80 0.80 0.70 0.70 0.80 0.70 0.70 0.69 19 10.02.2017 0.70 0.70 0.80 0.80 0.70 0.80 0.80 0.81 20 14.02.2017 0.60 0.80 0.80 0.70 0.80 0.70 0.77 0.78 21 17.02.2017 0.80 0.70 0.75 0.90 0.60 0.70 0.68 0.66 22 21.02.2017 0.90 0.76 0.70 0.60 0.70 0.80 0.67 0.64 23 24.02.2017 0.60 0.80 0.70 0.60 0.80 0.70 0.74 0.75 Mean Value

0.78 0.74 0.75 0.76 0.74 0.76 0.76 0.72

Maximum 1.10 1.00 0.90 0.90 1.0 1.0 0.89 0.81 Minimum 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.6 98th percentile



ADPL[Type text]

AMBIENT AIR QUALITY MONITORING DATA FOR AMMONIA Sl No Date of


01 25.10.2016 11 12 10 10 11 11 11 10 02 28.10.2016 10 12 11 13 10 11 12 10 03 8.11.2016 12 12 12 8 11 13 12 11 04 11.11.2016 11 13 10 12 10 11 10 12 05 20.12.2016 12 11 10 12 11 9 8 11 06 23.12.2016 10 11 12 11 11 10 11 11 07 27.12.2016 10 13 11 14 10 12 12 12 08 30.12.2016 12 10 11 10 10 10 9 9 09 3.01.2017 10 10 11 10 11 10 11 11 10 6.01.2017 13 10 12 11 13 12 12 12 11 10.01.2017 11 12 10 12 12 10 11 11 12 13.01.2017 10 13 11 14 10 12 12 12 13 17.01.2017 12 11 10 12 13 11 12 12 14 20.01.2017 10 11 10 12 11 10 11 10 15 24.01.2017 13 15 12 10 12 13 11 11 16 31.01.2017 11 10 11 11 10 11 11 11 17 03.02.2017 10 11 12 10 11 10 10 10 18 07.02.2017 12 13 11 11 12 11 11 11 19 10.02.2017 10 12 13 12 11 12 12 12 20 14.02.2017 11 10 11 10 13 11 12 12 21 17.02.2017 10 12 11 13 10 11 11 11 22 21.02.2017 13 10 12 10 12 10 10 10 23 24.02.2017 10 12 10 11 12 12 12 13 Mean Value

11.04 11.56 11.04 11.26 11.17 11.0 11.04 11.08

Maximum 13 15 13 14 13 13 2 12 Minimum 10 10 10 8 10 9 8 9 98th percentile


vii. Raw data of all AAQ measurement for 12 weeks of all stations as per frequency given in the NAQQM notification of Nov. 2009 along with – min., max ., average and 98% values for each of the AAQ parameters from data of all AAQ stations should be provided as an annexure the EIA Report.

The tables are as in the previous query and the results are tabulated to show the average


ADPL[Type text]

viii. Surface water quality of nearby river (100m upstream and downstream of discharge point) and other surface drains at eight location As per CPCB/MOEF & CC guidelines.

Information on water resources (both ground and surface) was collected and parameters of prime importance were selected. The locations of the point are chosen on the basis of the field survey and collected sample is analyzed and tabulated. Water sampled location is given in the study area map.

Sl no

parameters S 1 S2 S3 S4 Permissible (IS 10500)

1 Ph 7.12 7.38 7.22 7.51 6.5-8.5 2 Conductivity

Mmhos/cm 1.688 0.969 2.004 1.863 2.6

3 Turbidity NTU 1.2 2.0 1.8 2.4 10 4 TDS 468 483 326 364 500 5 Total alkalinity as

Ca CO 3 168 187 128 130 200

6 Total hardness as ca co3

260 218 310 256 300

7 Calcium as Ca 48 60 50 62 75 8 Magnesium as Mg 22 24 26 33 30 9 Chlorides as CI 184 220 196 216 250 10 Sulphates as So 4 68 84 106 66 150 11 Nitrates as NO 3 33.1 41.1 30.8 28.2 45 12 Fluoride as F 0.091 0.117 0.089 0.136 0.6-1.5 13 Sodium as Na 18 20 44 28 50 14 Total coli form Absent Absent Absent Absent <1.0 15 E Coli Absent Absent Absent Absent

ix. Whether the site falls near to polluted stretch of river identified by the CPCB/MOEF & CC, if yes give details.

The site has no rivers in the vicinity the Drainage valley of Vrishbhavathi runs on the other side of the Highway with feeder channels and storm drains.


ADPL[Type text]

x. Ground water monitoring at minimum at 8 locations shall be included. Information on water resources (both ground and surface) was collected and parameters of prime importance were selected. The locations of the point are chosen on the basis of the field survey and collected sample is analyzed and tabulated. Water sampled location is given in the study area map.

SLNO LOCATION 1 Bore well water 2 Stream water 3 Bottling wash 4 Blending No. 2 5 Floor wash & kettle wash water 6 Raw water 7 Well water - 1 8 Well water - 2 9 Well water - 3 10 Bwssb water -1 11 Bwssb water -2 12 E.T.P In let (10.30am) 13 E.T.P out let (10.30am) 14 Canteen wash water 15 Floor wash & kettle wash water 16 Nala water 17 Nala water 18 Raw water 19 E.T.P In let (06.30PM) 20 E.T.P out let (06.30PM) 21 Feed water 22 E.T.P out let 23 E.T.P out let 24 blending

Sl No

Parameters S1 S2 S3 S4 Permissible (IS 10500)

01 pH 7.12 7.38 7.22 7.51 6.5-8.5 02 Conductivity

mmhos/cm 1.688 0.969 2.004 1.863 2.6

03 Turbidity NTU 1.2 2.0 1.8 2.4 10 04 TDS 468 483 326 364 500 05 Total Alkalinity as

Ca CO 3 168 187 128 130 200

06 Total Hardness as Ca CO 3

260 218 310 256 300


ADPL[Type text]

07 Calcium as Ca 48 60 50 62 75 08 Magnesium as Mg 22 24 26 33 30 09 Chlorides as Cl 184 220 196 216 250 10 Sulphates as SO 4 68 84 106 66 150 11 Nitrates as NO 3 33.1 41.1 30.8 28.2 45 12 Fluoride as F 0.091 0.117 0.089 0.136 0.6-1.5 13 Sodium as Na 18 20 44 28 50 14 Total Coliform Absent Absent Absent Absent <1.0 15 E Coli Absent Absent Absent Absent

xi. Noise levels monitoring at 8 locations within the study area.

Noise environment

SL NO. LOCATION 1 L1 Rajarajeswri medical College 1.2 KM NE 2 Kambipura 1.4 KM East 3 Anchepalya 600mts 4 Near ISRO Telemetry centre 8.5 KM West 5 Rajarajeswri dental college 300mts SW of project 6 ETP Area

Sl. No.

Location Name Zone L10 L50 Leq Lday

min Lday

max Lnight

min Lnight

max 1 L1 Rajarajeshwari

medical college

Silence zone 53.3 78.4 64.9 44.4 99.1 41.3 78.3

2 L2 Kambipura Residential 50.4 78.1 66.7 45.2 100.3 40.9

82.2

3 L3 Dodda Aaladamara

Residential 42.4 68.2 55.6 38.4 90.3 39.1 90.1

4 L4 Anchepalya commercial 46.9 79.6 67.4 42.5 94.3 39.8 81.1 5 L5 Near ISRO

telemetry commercial 44.1 67.9 53.8 41.1 90.4 38.6 82.3

6 L6 Rajarajeshwari Dental College

commercial 45.8 71.4 58.1 43.2 88.8 41.9 96.6

7 L7 Kumbalagodu commercial 70.0 80.5 66.5 39.5 111.4 42.0 82.5 8 L8 Kengeri Arch

Bridge commercial 46.1 75.3 57.1 39.8 95.5 40.1 83.5


ADPL[Type text]

xii. Soil characteristic as per CPCB guidelines. SOIL ENVIRONMENT: locations

SOIL ENVIRONMENT: locations

SL. NO. LOCATION 1 Agricultural land adjacent to factory 2 Near ETP area The below table gives the physic-chemical characteristics of soil:

Sl no parameter Project site 1 Ph 6.37-6.9 2 Conductivity, mmhos/cm 0.46 3 Moisture, % 7.1-14.8 4 Density, gm/cc 1.98-2.06 5 Safe bearing capacity kg/cm2 3.8 6 Gravel. % 8.6 7 Coarse sand, % 60-72 8 Silt, % 21-25 9 Clay, % texture class 6-14 10 Water holding capacity kg/cm2 Silty clayey sand 11 Porosity, % 42.08 12 Cat ion exchange m. eq/100 gms 51 13 Calcium as ca, kgs/Ha 32 14 Calcium as ca kgs/Ha 146 15 Magnesium as Mg, kgs/Ha 39 16 Sodium as Na, mg/100 grams 27 17 Organic carbon,% 0.32 18 Available nitrogen, mg/100 grams 22 19 Available potassium, mg/100 grams 6 20 Available phosphorus, mg/100 grams 7 21 Available sulphate 0.023-0.065 22 chlorides 0.016-0.049

The results of the analysis show that the nature of soil varies from silty clayey sand to silty sandy clay in the project area. Available water absorption/holding capacity is about 42.08%. Soil from the location does not show any sodicity problem. Soils are slightly acidic, having low dissolved salts (i.e. low electrical conductivity values). Nutrients, organic carbon values indicate that soil have fair/good potential for green belt development.


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The locations of bore holes, Soil profile, grain size analysis and the soil properties are enclosed in the following pages.

SOIL CLASSIFICATION:

SLNO.

SOIL TEST CLASSIFICATION

1 PH <4.5 extremely acidic 4.51 – 5.0 very strongly acidic 6.01 -6.5 moderately acidic 6.51 -7.3 neutral 7.31 -7.8 slightly alkaline 7.81 -8.5 moderately alkaline 8.5-9.0 strongly alkaline >9.01 Very strongly alkaline

2 Electrical conductivity (mmhos/cm) (1mmho/cm= 640 ppm)

Up to 1.0 average -2.0 Harmful to germination 2.01-3.0 harmful to crop! (sensitive to salts)

3 Organic carbon Up to 0.2 very less 0.21-0.4 less 0.41-0.5 medium 0.51-0.8 on an average sufficient 0.81 – 1.0 Sufficient > 1.0 more than sufficient

4 Nitrogen (kg/ha) Up to 15 very less 51-100 less 101-150 Good 151-300 Better >300 Sufficient

5 Phosphorus (kg/Ha ) Up to 15 very less 16-30 less 31-50 medium 51-65 on an average sufficient 66-80 sufficient >80 more than sufficient

6 Potassium (kg/ha) Up to 120 very less 121 – 180 less 181 -240 medium 241 – 300 average 301-360 better >360 more than sufficient


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xiii. Traffic study of the area, type of vehicles, frequency of vehicles for transportation of materials, additional traffic due to proposed project, parking arrangement etc.

LEVEL OF SERVICE – BANGALORE TOWARDS MYSORE

Existing

Level

of service

Existing

volume

pcu’s/h r

Additional volume

(PCU’s/h r)Existing/Ratio

Modified V/C ratio

B 813 52 813/3600=0.225 865/3600=0.24

As per traffic Studies Undertaken on the Arterial Road with Two lane divided-Two way trafficExisting V/C Ratio= 0.225Modified V/C Ratio = 0.240

THE LEVEL OF SERVICE FALLS UNDER ‘ B - B ’ CATEGORY & HENCE ASSUMES AS “ Very Good ” RATING

This is expressed as the ratio of the traffic volume to the road width. The standard value is tabled below and the present traffic data collected is compared to decide the LOS.The values are:0.00…..0.2 -------- A (Excellent) 0.4……0.6 ---------- C (Good)0.2……0.4 -------- B (Very good) 0.6……0.8 --------- D (Fair)

0.8 ….. 1.0 -------- E (Poor)

LEVEL OF SERVICE – MYSORE TOWARDS BANGALORE

Existing

Level

of service

Existing

volume

pcu’s/h r

Additional volume

(PCU’s/h r)Existing/Ratio

Modified V/C ratio

B 864 55 864/3600=0.240 919/3600=0.255

As per traffic Studies Undertaken on the Arterial Road with Two lane divided-Two way trafficExisting V/C Ratio= 0.240Modified V/C Ratio = 0.255

THE LEVEL OF SERVICE FALLS UNDER ‘ B – B’ CATEGORY & HENCE ASSUMES AS “ Very Good ” RATING

This is expressed as the ratio of the traffic volume to the road width. The standard value is tabled below and the present traffic data collected is compared to decide the LOS.The values are:

0.00…..0.2 -------- A (Excellent) 0.4……0.6 ---------- C (Good)0.2……0.4 -------- B (Very good) 0.6……0.8 --------- D (Fair)

0.8 ….. 1.0 --------- E (Poor)


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xiv. Detailed description of flora and fauna (terrestrial and aquatic) existing in the study area shall be given with special reference to rare, endemic and endangered species. If schedule-I fauna are found within the study area, a wildlife conservation plan shall be prepared and furnished.

There are no notable rare, endemic and endangered species of either flora and fauna existing in the area since the land around the study area is industrially developed and agricultural activities along with Horticultural activity is prevalent.

Another notable feature is that there are many Nurseries located in the study area.

No schedule-1 fauna is found in the study area hence the question of Wild life conservation plan is not applicable.

The main crops are

Fodder grass

Ragi

Dry rain fed crops like

Maize

Jowar

Groundnuts

Horticultural crops are

Sapota

Guava

Lime

Coconuts

Tamarind

Flora

Neem eucalyptus

Jackfruit Silver oak

Mango banyan

Jamun ashoka

Acacia Species of Ficus


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xv. Socio-economic status of the study area.

The closest residential area is Kumbalgodu village which is situated about 1 Km from the plant and the details are as below

The growth of unit sectors and infrastructure developments in and around agricultural and industrial dominant areas, villages and towns is bound to create its impact on the socio economic life of the local population. The impacts may be positive or negative depending upon the development activity. To assess the impacts on the socio economics of the local people, it is necessary to study the existing socio economics of the local population, which will be helpful for the further improvement the quality of the life. To study the socio economic aspects, the required data has been collected from various secondary sources.

Observing from the demographic description of the study area it is inferred that chief occupation of the residents of the surrounding areas of the project site is dependent on the employment opportunities in Bangalore city and some industrial and commercial establishments in the surrounding area.

The proposed unit project would result in creating a few direct and indirect job opportunities and will also result in direct employment potential and thus be beneficial for the populace in the study area and there will not be any impact on demography/occupation pattern due to the proposed project.

About Bangalore south taluk:

• Geographical area 55,609 hectare • Gram panchayath office Kumbalgodu

• Gram panchayath 25 Numbers • Electricity contain villages 131 Numbers

Population according 2001 census data in Bangalore south taluk is as below:

• Total number of population 312,918

• Schedule cast (SC) 32,486 • Schedule tribes (ST) 4,106

• Educated peoples men 57.29% women 37.29% • Government temples 220 • Police stations 04

• Post office 131 • Nursery schools 36

• Middles schools 102 • High schools 26

• Polytechnics 02 • Anganwadi 152 • Hospitals 01

• Health centres 12


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CHAPTER --7

Impact and environment management plan:


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Impact and environment management plan: i. Assessment of ground level concentration of pollutants from the stack emission based onsite-

specific meteorological features. In case the project is located on a hilly terrain, the AQIP modelling shall be done using inputs of the specific terrain characteristics for determining the potential impacts of the project on the AAQ. Cumulative impact of all sources of emissions (including transportation) on the AAQ of the area shall be assessed. Details of the model used and the input data used for modelling shall also be provided. The air quality contours shall be plotted on a location map showing the location of project site, habitation nearby, sensitive receptors, if any.

AAQ studies were undertaken and the results are tabulated, the pollution levels are within the threshold limits

ii. Water quality modelling- in case of discharge in water body.

There is zero discharge from the plant

iii. Impact of the transport of the raw materials and end products on the surrounding environment shall be assessed and provided. In this regard, options for transport of raw materials and finished products and wastes (large quantities) by rail or rail-cum road transport of conveyor cum-rail transport shall be examined.

Our transport is via rail, road and the impact studies show favourable results

iv. A note on treatment of wastewater from different plant operations, extent recycled and reused for different purposes shall be included. Complete scheme of effluent treatment. Characteristics of untreated and treated effluent to meet the prescribed standards of discharge under E (P) rules.

BRIEF DESCRIPTION OF EXISTING EFFLUENT TREATMENT P LANT:

The entire process effluent classified as Stream-1 after pH correction flows in to Anaerobic Lagoon,

followed by Up-flow filter and is further treated by single stage Extended Aeration Activated Sludge

Plant .

The domestic effluent classified as stream-2 is collected in an independent equalization, from here it

is pumped directly @ inlet of the Aeration tank where in it mixes with stream-1 effluent. The

combined effluent stream-1 and stream-2 are treated by Single Stage Extended Aeration Activated

Sludge Plant. And the entire treated effluent confirming to KSPCB Standards are disposed on land

for gardening.


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7. WASTE WATER QUANTITY AND QUALITY: (Existing + Proposed Expansion)

(Vide Water Balance Chart-Annexure-1)

The entire effluent streams are classified in to 4 Streams based on their Organic strength as

detailed below:

STREAM-1 – LOW STRENGTH WASTE STREAM

ADPL will have a total work force of around 400 persons which includes both existing and

proposed expansion completed. Within house canteen facility.

(Accordingly considering the per capita consumption at 55 LPCD

Daily water requirement for domestic consumption will be 400x55= 22 KLD

Sewage Generation Quantity at 85% of domestic consumption will be 18.7 OR Say 19KLD .

The total sewage quantity with the expansion completed will be 19 KLD.

STREAM-I Domestic Effluent:

Design Flow: 19 KLD

BOD-300-400mg/lt

COD -600-800 mg/lt

TSS -100-200 mg/lt

PH-6-8

STREAM-2 – LOW STRENGTH WASTE STREAM

Washing Effluent Viz: Filter Back wash, RO-reject, Boiler Blow down, Softner

Regeneration

Design Flow: 16 KLD

PH- 9.8

TDS-1382 mg/lt


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STREAM -2& 3-MEDIUM STRENGTH WASTE STREAM

Washing Effluent Viz: RO–Reject, RO back wash, Bottling Washing Machines, Blending

Cleaning, Kettle Cleaning

Design Flow: (Stream2 + Stream3)16KLD +38KLD=54KLD

BOD- 1900-2000mg/lt

COD - 3900-4000 mg/lt

TSS - 1500 mg/lt

pH - 7.8-9

STREAM -4 - HIGH STRENGTH WASTE STREAM + PRE TREATED

STREAM2+STREAM-3

Effluent: Spent wash +Spent Leese

Design Flow: Stream2,3 & Stream 4 –(54KLD+17 KLD=71 KLD)

BOD- 5600-6000 mg/lt

COD -10,441 mg/lt

TSS - 2300 mg/lt

PH - 4-5

Stream-1:

Domestic effluent with a maximum flow of 19KLD is gravitated as an independent stream in to Bar

Screen chamber for physical separation of solids, followed by equalization for flow balancing with

pre-aeration, which will be further pumped in to the secondary biological treatment at the inlet of I

stage Aeration tank designed as II stage Extended Aeration Activated Sludge Process (EAASP).


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Stream-2 & Stream-3:

The stream-2 &3 effluents with a maximum flow of (16KLD + 38KLD ) will be gravitated as an

common stream in to Bar Screen chamber for physical separation of solids, followed by

equalization/neutralization for flow balancing with pre-aeration, and pH adjustment The neutralized

effluent will be further mixed with stream-4 at the inlet of existing Anaerobic lagoon . And further

treated in the secondary biological treatment at the inlet of I stage Aeration tank designed as II stage

EAASP. Where in it mixes with stream-1 effluent for further treatment.

Stream-4:

The Stream-4 effluents with a maximum flow of 16.76KLD 0R say 17KLD will be gravitated as an

independent stream in to Bar Screen chamber for physical separation of solids, and than after pH

correction flows in to the existing Anaerobic lagoon, where it mixes with stream 2&3 and than the

pre –treated stream-4 effluent flows in to the existing aeration tank which shall be used as

intermediate equalization tank . The combined stream will be further treated by II stage EAASP.

After 2 stage biological treatment. The combined treated effluent post filtration and chlorination will

be used on own land for gardening, floor wash,

v. Details stack emission and action plan for control of emissions to meet standards.

We have a stack attached along with a twin centrifugal cyclone to control the dust emanating from the boiler.

vi. Measures for fugitive emission control. Green belt development on the periphery is well developed

A two stage cyclone is connected to the stack.

vii. Details of hazardous waste generation and their storage, utilization and management. Copies of MOU regarding utilization of solid and hazardous waste in cement plant shall also be included. EMP shall include the concept of waste-minimization, The details are enclosed in the following pages under solid waste management.

viii. Recycle/reuse/recover techniques, Energy conservation, and natural resource conservation.

We are adopting recycle/reuse and recover technique with emphasis in natural resource conservation as seen in the details provided in the Solid waste management table


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ix. Proper utilization of fly ash shall be ensured as per fly ash Notification, 2009. A detailed plan of action shall be provided.

Fly ash blocks will be used in the construction of the walls. And the ash generated in the boiler

x. Action plan for the green belt development plan in 33% area i.e. land with not less than 1500 trees per ha. Giving details of species, width of plantation, planning schedule etc, shall be included. The green belt shall be around the project boundary and a scheme for greening of the roads used for the project shall also be incorporated.

GREEN AREA 2.84 ACRES – 11511 SQM


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xi. Action plan for rainwater harvesting measures at plant site shall be submitted to harvest rainwater from the roof tops and storm water drains to recharge the ground water and also to use for the various activities at the project site to conserve fresh water and reduce the water requirement from other sources.


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xii. Total capital cost and recurring cost/annum for environmental pollution control measures shall be included.

BUDGET FOR IMPLEMENTATION OF ENVIRONMENT

MANAGEMENT PLAN

SL.NO

DESCRIPTION Financial provisions (Rs in lakhs)

Capital cost Recurring cost

1 Modernization of E T P 90KLD 60 12

2 Improvement to existing Irrigation piping and controls

02 0.5

3 Improvement RWH structures (Existing)

2.5 1.0

4 Fugitive emission control (Existing)

---------- 0.5

5 Greenery & Landscape 6.0 1st year -- 3.02nd year -- 2.53rd year -- 2.0

6 Monitoring & analysis costs ---- 6.0

TOTAL 70.50 27.50

xiii. Action plan for post-project environmental monitoring shall be submitted.

The above table shows our action plan for post project environmental monitoring with budgeted outlay

xiv. Onsite and offsite disaster (natural and Man-made) preparedness and emergency management plan including risk assessment and damage control. Disaster management plan should be linked with district disaster management plan.

Rapid development of the city has posed wide-ranging hazards threatening safety and health of people. Accidents may adversely affect the environment and the people living in the vicinity. These accidents can be minimized to a great extent by proper procedures, handling and training. But it may be difficult to reach zero risk or absolute safety level. Whenever such incidents do occur in order to prevent loss of lives and damage to property, it becomes necessary to take immediate steps to control the situation. This can be achieved through a planned advance preparation to face such a situation with respect to both on site and off site emergencies.

On – Site Management Plan

The On-site plan will be circulated to all concerned members of emergency teams. It is essential that all concerned familiarize themselves with the overall on-site emergency plan and their respective roles and responsibilities during and emergency. They should also participate regularly in the mock drills that will be conducted so as to keep themselves and the emergency organization in a state of perpetual preparedness at all times at all times to meet any emergency.


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Objectives, Scope and contents of On-site Emergency Plan

Objective of Emergency planning are to maximize the resource utilization and combined efforts towards emergency operations and would broadly cover the following.

1. To localize the emergency and if possible eliminate it. 2. To minimize the effects of accidents on people and property. 3. To take remedial measures in the quickest possible time to contain the incident and control it

with minimum damage. 4. To mobilize the internal resources and utilize them in the most effective way. 5. To get help from the local community and government officials to supplement internal

manpower and resources. 6. To minimize the damage in other sections. 7. To keep the required emergency equipment in stock at right places and ensure that they are in

working condition. 8. To keep the concerned personnel fully trained in the use of emergency equipment. 9. To give immediate warning to the surrounding localities in case of an emergency situation

arising. 10. To mobilize transport and medical treatment of the injured. 11. To educate the public in the surrounding villages regarding hazards. 12. To arrange for rescue and treatment of casualties. 13. To safe guard the people. 14. To identify the causalities and communicate to relatives. 15. To render necessary help to concerned. 16. To rehabilitate area affected. 17. To provide information to media & government agencies.

Scope of Onsite Emergency Plan

The plan covers information regarding the properties of the commercial complex and Multiplex, type of disasters and disaster/accident – prone zones, the actual disaster control plans with authority delegation, controlling and other details. General details like locations, project layout, neighboring entities and the assistance they can render etc., are also provided.

The important elements considered in this plan are

• Statutory requirements • Emergency organization • Roles and responsibilities • Communications during emergency • Emergency shutdown & control of situation • Rescue & Rehabilitation • Emergency facilities • Important Information

The primary purpose of the on-site emergency plan of feasibility report is to control and contain the incident and so to prevent if from spreading. It is not possible to cover every eventuality in the plan and the successful handling of the emergency will depend on appropriate action and decisions being taken on the spot. Other important aspects needing to be considered include the following:


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Emergency

A major emergency in any situation is one, which has the potential to cause serious injury or loss of life, which may cause extensive damage to the structures in the vicinity and environment and could result in serious disruption to normal operation both inside and outside the layout premises. Depending on the magnitude of the emergency, services of the outside agencies may also be required for supplementing the internal effort to effectively handle the emergency and to contain the damage.

The Management has to take effective steps to assess, minimize and wherever feasible eliminate the risks to a large extent. Accidents may still occur and it is necessary to be fully prepared to tackle all such emergencies if and when they occur.

It is likely that the consequences of such emergencies will be confined to the units concerned or may affect outside. If the consequences are confined within the plant boundary, it is then termed as on site Emergency and will be controlled by chief emergency controller.

In order to generate the plans it is necessary to first determine the kinds of accidents leading to an emergency that can occur in the layout. The most widely used technique in practice is based on experience accumulated over many years and safety audits.

A. Methodology

The considerations in an emergency planning include the following:-

• Identification and assessment of hazards and risks. • Hazard, consequence analysis • Alarm and communication procedures • Identifying, appointment of personnel & assignment of responsibilities • Identification and equipping emergency control center, identifying Assembly, Rescue points,

Medical facilities. • Emergency preparedness plan, procedures, steps to be taken before, during and after

emergency. • Formulation of plan and emergency sources. • Training rehearsal, evaluation and updating the plan

B Structure of Emergency Management

a) Nothing the accidents b) Informing declarer of emergency c) Declaration of emergency d) Functions of declaration e) Interaction with outside agencies

C Identification and Assessment of Hazards

This stage is crucial to both on-site and off-site emergency planning and requires systematic identification of all possible emergencies that could arise in the plants. These should range from small events, which can be dealt by plant personnel without any help from external agencies to the largest event that would require outside help. The tackle such emergencies effectively, it is essential to have clear-cut action plan. Experience has shown that for every occasion that the full potential of an accident is realized, there are many occasions when some lesser event occurs or when developing incident is made safe before reaching full potential.


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D Infrastructure at Emergency Control Center

Emergency control centers should therefore contain the following

• An adequate number of external telephones; if possible, one should accept Only outgoing calls, in order to bypass jammed switchboards during an

Emergency.

• A adequate number of internal telephones • Radio equipment • A plan of the works, to show: • Areas where there are large inventories of hazardous materials. • Sources of safety and first aid equipment. • The fire-fighting system and additional sources of water. • Site entrance and roadways, including up-to-date information on road

Traffic. • Assembly points. • Vehicle parking and rail sidings. • Additional work and layout plans detailing alternate routes and affected area,

during an emergency. • Note pads, pens and pencils. • A nominal role of employee. • A list of key personnel, with addresses, telephone numbers, etc.

The emergency control center should be sited in an area minimum risk. Suitable location from where clear view of the plant is possible or the control room can be designated as emergency control center. All the site controller/ Incident controller officers, senior personnel would be located here or have access to the ECC.

E. Emergency Medical Facilities

Stretchers, gas masks and general first aid materials for dealing with chemical burns, fire burns, etc., would be maintained in the medical center as well as in his emergency control room. A range of medicines should be maintained in the ECC/ medical center. Breathing apparatus and other emergency medical equipment should be provided and maintained.

The medical center should display poster for treating burns and first aid. Some medicines and facilities to be kept in the medical center are suggested. The list is indicative and the qualified doctors of the medical center should use their professional judgment for medical treatment.

F Health and Safety Measures for the Workers

a. Buildings and Structures: No walls, Chimneys, Galleries, Stairways, floor, platform, staging or structure whether of a permanent or temporary character shall be constructed in such manner as to cause risk or bodily injury.

b. Provision of crawling boards etc: No person shall be required to stand to pass over on or near by any roof of ceiling cover with fragile material through which he is liable to fall, in case it breaks or gives away the distance for more than 3 meters without use of sufficient number of suitable ladders, duck ladders or crawling boards which are securely supports.


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c. Service Platforms: Whenever practicable and demanded service platforms and gangways will be provided for overhead shafting, and where required by him these will be securely fence with guard rails and toe boards.

d. Belts, etc: All belts will be regularly examined to injure that the joints are safe

And the belts are in proper tension.

e. Helmets: Helmets will be provided to the workers for safe guarding themselves Against any head injuries.

f. Machinery: No machineries are equipments will be situated, operated or Maintained in such a manner as to cause risk of bodily injury machine guards

Provided.

g. Methods of work: No process of work will be carried out in such a manner as To cause risk of bodily injury.

h. Electricity: No electricity installation shall be provided during construction so As to be dangers to human life or safety.

i. Medical Check-up: Medical examination every worker shall be examined by Certified surgeon at least once in 3 months of a calendar.

G. Emergency action plans

a. Emergency Action Plan for Cylinder Fire:

1. When filled container containing LPG is involved in fire, internal pressure if not relieved, shall build up above 70KG/SQCM and ultimately rupture the container. Rupture weak by direct flame impingement. Ruptured containers can be propelled at distance by jet action.

2. If container’s pressure is not raised upto 70KG/SQCM leakage from screwed valve joint can occur due to different expansion of steel and brass.

3. Ignition of the escaping gas would aggravate the fire but release of fire reduces the possibility of rupture.

4. No attempt should be made to extinguish the burning gas but the container under fire and other containers in vicinity should be kept cool by water spray.

5. If the gas leakage does note ignite, the container should be approached from up and removed to the place of safety away fro, the source of ignition.

b. Emergency Action Plan for Electric Fire:

1. Disconnect the affected areas electric supply. 2. Attempt to extinguish fire with the help of Co2, DCP. 3. If fire is not extinguished, extinguish by spraying water with fog nozzle after ensuring

complete isolation of electric circuit.

c. Emergency Action Plan for Office Fire:

1. Disconnected electric supply of the affected area. 2. Attempt to extinguish the fire with the help of Co2, DCP and sand. 3. If large fire, use hydrant system. 4. Attempt to save the record. 5. Attempt fire extinguisher.


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d. Emergency Action Plan for Oil Fire:

1. Attempt to extinguish small fire with the help of DCP 2. If the fire is not controlled, use water foam to blanket the fire and further action is to be taken.

e. Emergency Action Plan for Medical Aid:

f. Emergency Action Plan for Electric Shock Casualties:

Electric Shock results in:

Irreversible damage to brain cell begins followed by deterioration of the organs.

Rescue and first aid:

Do first aid quickly and without fuss and panic.

• Switch off the supply if this can be done at once. • If not possible use a dry stick, dry cloth or other non-conductor to separate the victim from

electrical contact. • The reducer must avoid receiving shock himself by wearing gloves or using a jacket to pull

the victim. • Always keep in mind that delay in rescue and resuscitation may be fatal. Every sound counts.

ii. Artificial Respiration:

Give artificial respiration if breathing has stopped. There are several methods of artificial respiration, if the victim is nit injured over the face, try mouth to mouth.

a) Mouth to Mouth Method:

• If there is obstruction to breathing, remove it with your fingers if it in mouth. Several sharp blows between shoulder blade may help to is lodge an obstruction.

• Lie casually on his back, put something under his shoulder to raise them & allow his head to fall backwards. The head should be, if possible be a little lower than the trunk. Remember that speed is essential.

• Kneel at the causalities head and grasp his arms at the wrists then cross them firmly over the lower chest. This movement should force air out of his lungs. Press with the hands crossed on the lower part of the chest and maintain pressure for two seconds.

• Release this pressure and pull out his arms with a sweeping movement upwards and outwards above his head and backwards as far as possible.

• This movement should cause air to be drawn in to his lungs. Retain the arms in this position for three seconds.

• Repeat these movements rhythmically about twelve times a minute checking the mouth frequently for obstructions. Each cycle will thus take give seconds- two seconds for hest pressure and three seconds for arm lift.

• With the causality on his back there is danger of aspiration of vomit, mucus or blood re-entering the system. Keeping his head extended and a little lower than the trunk can reduce this risk.

• If an assistant is available, he can press the causality lower jaws so that the chin is jutting out.

• The assistant should also ensure that the mouth is kept open as far as possible and head is tilted to one side.

• When natural breathing begins, your movement should be adapted to correspond to it. • If burns are present, cover them with a dry sterile dressing • Handle the causality gentle


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• Do not allow people to crowd around and block fresh airflow • Arrange to remove the injured to the care of a doctor ad early as possible.

f. Natural Hazards

i. Emergency Action Plan for Tornado/High Winds:

a. Weather reports shall be monitored from broadcast warnings threatening conditions. b. If the tornado has been sighted or effect is felt, following steps should be taken by plant

personnel.

•••• Persons shall be notified over public address system or through siren. •••• Emergency services shall be alerted for assistance. •••• Plant personnel should be advised to assemble in the administration building

basement, staff room, recreation room and rest rooms. •••• All safety systems should be kept on alert and all nonessential utilities should be put

off. •••• After the status is restored, personnel should inspect all the facilities for resource, first

aid and damage control activities, damage assessment, and clean up, restoration and recovery.

ii. Emergency Action Plan for earthquakes

a. When first tremors are sensed during an earthquake, all personnel should evacuate Buildings and assemble at safe place away from structures, walls and falling objects. Emergency shutdown should be declared.

b. Emergency services should be contacted for assistance. c. After the status is restored, personnel should inspect all the facilities for rescue,

First aid and damage control activities, damage assessment, cleanup, restoration and Recovery.

g. Emergency Action Plan for Bomb Threat

When bomb threat call is received the following measures are to be taken.

• Inform the message to the highest local police authority and seek their assistance for patrolling and security need.

• Inform controller of Explosives the details and nature of the anonymous message and read operations.

• Request the local fire Brigade to position at least on fire tender at the location immediately. • Keep the concerned Dept. at the Regional level informed with the developments at regular

intervals. • Alert the local Govt/Pvt. Hospitals and seek their help for providing Ambulances if necessary

In The Location Premises:

• Keep the fire Hydrant system/all fire Fighting and personnel protective equipment in readiness

• Every one entering the Location must be frisked at the Gate/Check all hand bags, Parcels etc., for suspected explosive/ dangerous objects.

• Have thorough inspection of the Location for any suspected dangerous object.


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• Materials and other boxes to be brought in to the Location must be deposited at gate for minimum curing period of 48 Hrs.

• Organization Employees Vigilance cell for round the clock observation for our premises.

Objects of suspicion

• In case of finding of suspected Articles, do not disturb its position, but the area around it should be cordoned off to a distance of 100 meters and more depending upon the gravity of situation.

• Adequate staff or police Squad posted to prevent any unauthorized entry into the enforced cordon.

• Contact Controller of Explosives immediately, who on reaching the site will decide suitable action for defusing and disposal of the suspected object.

• Evolution of thick billowing smoke is an indication of impending explosion and in such a case, with draw or evacuates all personnel from the spot, which has been identified.

As a general measure regulate the movement of the outsiders inside our premises and restrict their entry with permits.

Construction Phase

• The number of concrete mixers, cranes, transport vehicles, etc. should be kept to an optimum level to minimize risks of accidents.

• Temporary colonies of the work force etc should have proper sanitation including toilets and bathrooms. Sewage and other wastes generated in these settlements should be collected and disposed of in an environmental friendly manner.

• The construction noise level should be kept to a minimum particularly during the excavation and slab construction.

• The dust generation should be controlled by water sprinkling at regular interval at the site and nearby roads.

• Dedicated driveways should be marked for movement of construction equipments and vehicles.

• All personnel working at the site should be properly trained in safety procedures needs to follow.

• The personnel should also be trained in the operation of fire fighting machineries. • The personnel should also be made aware of the importance of wearing personal protective

equipments at all times as directed by their supervisor.

Operational Phase

Utilizing the experiences gained by the local environment during the construction period should assemble a plan of action for mitigating the predicted adverse effects.

a. Traffic Control

• Speed limit of 20 Km/h should be specified for roads within the premises • The separation of pedestrian movement and vehicular traffic should be strictly enforced.


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b. Solid Waste

• All Housekeeping persons working in the M/s ADPL must be trained to segregate the bio-Degradable waste from the non-bio-degradable waste, so that the quantity which requires To be disposed off through vermin composting or any other safe method of disposal, Thereby reducing the load on environment.

• Good housekeeping practices should be maintained which helps in prevention of contamination of soil through improper spillage of solids wastes and other materials.

Full pledged Environmental Management cell exclusively for the proposed

Should be constituted with qualified Engineers.

SAFETY PROGRAM AT PLANT

MOCK DRILL TRAINING Announced and un-announced mock drill is being carried once in two months regularly.

INDUSTRIAL SAFETY TRAINING Time to time safety training is being given for all the workmen form Karnataka safety institute.

FIRE FIGHTING TRAINING Fire fighting training is being given once in three months to the employees form experts

FIRE HYDRANT TRAINING Fire hydrant training is being given to the employees once in three months. Fire Hydrants have been placed with sign boards

SAFETY DAY CELEBRATION National safety is being celebrated every year on March 04th

EMERGENCY EVACUATION CHART Approved fire evacuation chart form factories & boiler dept is available.

FIRE EXTINGUISHER Fire Extinquishers have been placed around the plant & trained employees list have been displayed


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CHAPTER ---8

Occupational health:


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Occupational health: i. Plan and fund allocation to ensure the occupational health & safety of all contract and casual

workers.

OCCUPATIONAL HEALTH

OCCUPATIONAL HEALTH CENTER

Occupational health center is equipped with latest medical equipments. Daily medicine issued register is maintained at the occupational medical centre.

MEDICAL DOCTOR & STAF NURSE

MBBS Doctor and a trained and experienced lady nurse are available for immediate medical treatment at occupational health centre inside the factory premises

FIRST AID First Aid boxes are kept at various places inside the factory to meet the emergency medical situation and mentored strictly by the staff of Occupational health center.

AMBULANCE

Emergency ambulance is made available round the clock x 365 days to meet the emergency.

MEDICINE

For snake bites Anti dotes are available at the occupational health centre and in case of emergency they will be carried to the nearest hospital for the treatment.

MEDICAL CHECKUP

For those workmen who are having blood pressure or sugar a digital B P machine and sugar testing Machines are made available at occupational health centre, HR department and at Security main gate. Timely B P and sugar tests are being carried out by the experts for the needy workmen at regular intervals.

MEDICAL CHECKUP & COUNSELLING

Annual medical check up will be carried out and workmen medical record is being maintained. Medical check-up once in a year by ESIC doctors’ team inside the factory premises will be organized.

NEAREST HOSPITAL CONTACAT NUMBER

In medical emergency case, contact numbers of nearest Hospital is displayed at main gate.

HEALTH AWARENESS SLOGANS

Health awareness slogans have displayed. E g. No smoking sign board etc.,

FIRST AID TRAINED EMPLOYESS

Movable Oxygen cylinder is being kept at occupational health centre to meet the emergencies and nearly 60 people are trained on administering the CPR. First aid and CPR training register is strictly followed.

EMPLOYEES STATE INSURANCE ACT

1948

ESIC as per the Act is being paid to all the covered Employees. ESIC smart photo cards are issued for all the Employees.


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MATERNITYH BENEFIT ACT 1961 Management is strictly adhering to the maternity benefit act for those who are not covered under the ESI Act.

EMPLOYEES COMPENSATION ACT 1923 Group workmen compensation insurance policy for those employees drawing a salary of Rs. 15000 and above is maintained in addition to ESIC benefits.

ACCIDENT RELIEF CARE In addition to ESIC all the employees are covered under accident relief care insurance coverage 1 lakh.

GROUP JANATHA PERSONAL ACCIDENT INSURANCE

In addition to ESIC all the employees are covered under group janatha personal accident insurance policy coverage of a1 lakh.

GROUP MEDICAL INSURANCE Employees who are drawing above Rs. 15,000 gross salary monthly (I e., non- ESIC employees), are covered under medical insurance of are 1 lakh. Premium is being paid by management and

URINAL & TOILET FACILITIES Sufficient urinal & toilet facilities have been given both male & female separately & hygienically as per the act.

DRINKING WATER Enough water is being provided for all the workers

FOOD Coffee, Tea, food are being provided hygienically at canteen

EMERGENCY EVACUATION CHART Approved fire evacuation chart from factories & boiler dept is available

PPE Helmets are provided to the workmen (both male and female) as a gesture of good will, free of cost.

SAFETY TRAINING Time to time safety training is being given for all the workmen form Karnataka safety institute, and st. John ambulance faculties.

MOCK DRILL Announced and un-announced mock drill is being carried one in two months regularly.

SECURITY Safety and security officers are in place around the clock.

FIRE FIGHTING Fire fighting training is being given once in three months to the employees from experts

FIRE HYDRANT Fire hydrant training is being given to the employees once in three months.

SAFETY DAY National safety is being celebrated every year on march 04th

TRANSPORTATION Free of cost to and fro transport facility being provided for the workmen for attending the work.

TRAINED & LICENSED DRIVERS 25 drivers have been trained and company has got them the driving training along with driving licence to drive the ambulance 24x7 365 days in case of emergency.


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CELEBRATIONS & RECREATIONS WORKERS WELFARE

FOUNDERS DAY Founder’s day is being celebrated every year on 20th September

RECREATION & COMPPETITION

Founder’s day celebration is being organized on every 20th day of September and on the occasion singing competition, rangoli competition, carom, chess and slow cycle race being conducted separately for gents and lady workmen and prizes and certificates are be presented to the Winners and runners form our respected CMD.

RECOGNITION & AWARDS

Best workers are being recognized and encouraged by giving gifts. Recognized & awarded the employees who have completed 25 years of valuable service presented with 30grams of silver medal and a certificate on founders day and will be handed over by our respected CMD and executive directors. For those employees who are completed 30 and 35 years of service are be given 30000 and 35000 respectively on founders day in recognition of their valuable service to the organization.

NATIONAL SAFETY DAY National safety day is being celebrated every year on 4th march

WORLD ENVIRONMENT DAY World environment day is being celebration every year 5th June.

WELFARE

REST ROOM

Separate rest rooms are provided for both ladies and gents.

LOCKERS

Separate lockers facility is provided to all the workmen to keep their protective clothing and safety equipment inside the factory premises.

CRECHE

Crèche is in place as per the provisions of factories act. Free of cost milk, biscuits and medical care for the babies in crèche has been organized

REFRESHMENT

Good day biscuit packet is being given to second shift essential employees free of cost, 1pkt per employee.


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INTEVAL

Rest interval for 15 minutes twice during tea time and half an hour for lunch is in place.

COMMITTEES

Workmen and management committee is in force to discuss on every month on various grievances and problems and those are:

a. Works committee

b. Health and safety committee

c. Canteen committee

Committee in place for prevention of sexual harassment inside the factory premises. For the above committees, workers representatives are selected by the workers and management will hold meetings once in month without fail and the minutes are being recorded and follow up of the grievances/issues are immediately attend to workmen have expressed their appreciation and happiness the way the meeting is conducted and grievances/issues are sorted out within two working days.

CANTEEN

BREAKFAST Three Idlies with sambar & chutney,/Uppittu or Kara bath/Tomato Both/Puri sagu/Rice bath is being provided, one item a day and charged at a minimum cost.

LUNCH Subsidized canteen facility: 2 ragi mudde, rice, sambar, papad, pickle, playa for lunch

COFFEE/TEA Hot tea/coffee for all the employees is being provided 2 times in working hours free of cost. For one pakoda or bonda or vada is being provided & charged at Rs2/- and giving along with one cup of tea/coffee which is free

UTENSILS Cooking Gas stove, Utensils, Grinder, Big Idli cooker, aqua guard drinking water (Both Hot and Cold), tumblers, sufficient number of dining table and chairs are in place.


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UNIFORMS Uniform protective clothing (2 pairs Sarees + 2

Blouses for female workmen, 2 pairs of pants & shirts for male workmen) are being provided every year.

SAFETY SHOES/CHAPPALS Safety shoes/chapels being provided to all categories of workmen once in year as per the provisions of the factories Act.

HEAD COVER CLOTH Head cover clothes are being provided for all the female workmen.

WASHING Uniform washing is being got done by the management free of cost to the employees once in a week

STITCHING CHARGE Necessary stitching charges also paid.

ID CARD Identification card for all employees is given

ATTENDANCE PUCHING CARD Attendance punching card for all employees is given

LEAVES & HOLIDAYS

EARNED LEAVE 21 days earned leave for workmen and 14 days to staff is being credited to employees leave card once in a year during 1st January along with 7 days casual leave and 7 days of sick leave.

CASUAL LEAVE 7 Cls for all the employees are being given for a year

SICK LEAVE 7 Cls for all the employees are being given for a year

ESIC LEAVE ESIC leave are being given as per ESIC rules

MATERNITY LEAVE Maternity leave for eligible females are being given as per maternity benefit act & rules.

NATIONAL & FESTIVAL HOLIDAY National and festival holidays are being given as per the Karnataka industrial establishment (national & Festival Holidays) act 1963

BREAK Break is being given for all the employees every 4 hours in a shift.


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SANITATION & REST ROOM INFRASTRUCTURE

SANIATION FACILITY RESTROOM FACILITY

SAFETY PROGRAM AT PLANT

MOCK DRILL TRAINING Announced and un-announced mock drill is being carried once in two months regularly.

INDUSTRIAL SAFETY TRAINING Time to time safety training is being given for all the workmen form Karnataka safety institute.

FIRE FIGHTING TRAINING Fire fighting training is being given once in three months to the employees form experts

FIRE HYDRANT TRAINING Fire hydrant training is being given to the employees once in three months. Fire Hydrants have been placed with sign boards

SAFETY DAY CELEBRATION National safety is being celebrated every year on March 04th

EMERGENCY EVACUATION CHART Approved fire evacuation chart form factories & boiler dept is available.

FIRE EXTINGUISHER Fire Extingures have been placed around the plant & trained employees list have been displayed

Female rest room

3

Male rest room 5 Rest room consists Fans Light & Ventilation Table Cot Cupboards Chairs Hand wash area

Male toilet 13 Female toilet 12 General 3 Urinals for male workers 15 Bath room ( shower room) 1 Hand wash sink 8 Eye wash facility 1


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ii. Details of exposure specific health status evaluation of worker. If the workers’ health is being evaluated by pre designed format, chest x rays, Audiometry, spirometry, vision testing (far & Near vision, colour vision and any other ocular defect) ECG, during pre placement and periodical examinations give the details of the same. Details regarding last month analyzed data of above mentioned parameters as per age, sex, duration of exposure and department wise.

Worker welfare is prime in the unit and the above illustrated tables give a very clear picture.

iii. Details of existing occupational & safety hazards. What are the exposure levels of hazards and whether they are within permissible exposure level (PEL)> if these are not within PEL, what measures the company has adopted to keep them within PEL so that health of the workers can be preserved.

As detailed in the tabular column above

iv. Annual report of health status of workers with special reference to occupational health and safety.

As listed above in the tabular column


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CHAPTER --- 9

Corporate environment policy


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Corporate environment policy

i. Does the company have a well laid down environment policy approved by its board of directors? If so, it may be detailed the EIA report.

Sports encouragements --Rs 30.38lakhs

a) Modernization & improvement to Basavanagudi Aquatic

Club, which is a premier swimming academy bringing

Laurels to the state & the country year after year.

b) Chief minister relief fund Rs 12.0 lakhs

Towards various social upliftment programs initiated

by our Hon’ble Chief Minister

ii. Does the environment policy prescribe for standard operating process/procedures to bring into focus any infringement / deviation/violation of the environmental or forest norms/ conditions? If so, it may be detailed in the EIA.

We have incorporated the fulfilment of all the conditions laid out in the CFO of KSPCB

iii. What is the hierarchical system or Administrative order of the company to deal with the environmental issues and for ensuring compliance with the environmental clearance conditions? Details of this system may be given.

The Director is the administrative head dealing with the functioning of the plant assisted by the G M, Maintenance engineer, and the Plant heads

iv. Does the company have system of reporting of non compliances/violations of environmental norms to the board of directors of the company and /or shareholders or stakeholders at large? This reporting mechanism shall be detailed in EIA report.

We need to incorporate the procedures to be followed in the compliance of the environmental norms as per the fresh ECC to be issued

2. Details regarding infrastructure facilities such as sanitation, fuel, restroom etc. To be provided to the labour force during construction as well as the casual workers including track drivers during operation phase.

Provided amply for and listed in the above columns


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CHAPTER --- 10

LABOUR WELFARE


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I. Details regarding infrastructure facilities such as sanitation, fuel, restroom etc. To be provided to the labour force during construction as well as the casual workers including track drivers during operation phase.

SANITATION & REST ROOM INFRASTRUCTURE

SANIATION FACILITY

Male toilets 13

Female toilets 12

General 3

Urinals for male workers

15

Bath room (shower room)

1

Hand wash sink

8

Eye wash facility

1

RESTROOM FACILITY

Rest room No of room

Female rest room

3

Male rest room 5

Rest room consists

Fans, Light & Ventilation,Table, Cot, Cupboards, Chairs Hand wash area


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CHAPTER – 11

Enterprise Social Commitment (ESC).


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i. Adequate funds (at least 2.5% of the project cost) shall be earmarked towards the enterprise social commitment based on public hearing issues and item wise details along with time bound action plan shall be included. Socio-economic development activities need to be elaborated upon.

We shall oblige to the stipulations as laid out in the conditions of the ECC


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CHAPTER ---12

LEGAL


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1. Any litigation pending against the project and /or any direction/order passed by any court of law against the project, f so details thereof shall also be included. Has the unit received any notice under the section 5 of environment (protection) Act, 1986 or relevant sections of Air and water acts? If so, details thereof and compliance /ATR to the notice(s) and present status of the case. The company has no legal action taken by any Authority and we have always complied with the Norms and conditions laid out by the KSPCB.


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CHAPTER ---13

TABULAR CHART


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i. A tabular chart with index for point wise compliance of above TOR. Matrix


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CHAPTER --- 14

SPECIFIC TERMS OF REFFERENCE FOR EIA STUDIES FOR DISTILLERIES


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B. SPECIFIC TERMS OF REFFERENCE FOR EIA STUDIES FOR DISTILLERIES

1. List of existing distiller units in the study area along with their capacity and sourcing of raw material.

We have M/s UNITED SPIRITS and M/s JOHN DISTILLERIES in the vicinity of the study area.

2. Number of working days of distillery unit.

NUMBER OF WORKING DAYS OF THE DISTILLERY UNIT.

COMPANY WORKED DAYS

Month Worked days

Jan – 15 25

Feb – 15 23

March – 15 26

April – 15 25

May – 15 25

June – 15 25

July – 15 26

August –15 24

Sept – 15 23

Oct – 15 24

Nov – 15 25

Dec – 15 26

TOTAL 297


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3. Details of raw materials such as molasses/grains, their source with availability.

MATERIAL BALANCE MALT SPIRIT

1800 KGSMALT

MASH TON7 1/2

WORT 9600 LTRSPENT GRAIN 3360 KGS

FERMENTOR5 DAYS YEAST

9600 LTR@ 6.5%(624 ALC)

WASH DISTILLATION12HRS

SPENT WASH

LOW WINE3220 LTR19.2%

(618.2ALC)

3220 LTR LOW WINE @19.2%(618.2ALC)

2080 HEADS & TAILS@ 34.8%(723.8 ALC)

SPIRIT STILL SPENT LEESE 2445 LTR

MS HEADS &TAILS2005 LTR@ 35%(701.75ALC

850 LTR @ 74.5% (633.25ALC)

DM WATER 150 LTR LOSS=7.0AL (0.52%)

CASK FILLING=1000 LTR/DAY X 2 BATCH=2000 LTR OF MALT SPIRIT X 30 DAYS=60000 LTR/MONTH

1) EFFLUENTSPENTWASH: 6380 X 2 = 12760 LTRSPENT LEESE: 2445 X 2 = 4890 LTR

17650 LTR

2) SPENT GRAIN3.6 TON OF BARLEY = 3360 SPENT GRAIN X 2

= 6720 KGS OF SPENT GRAIN X 30 DAYS= 201.6 TONS SAY 200 TONS OF SPENT GRAIN

20HRS

11160 LTSWATER

LOSS = 5.8ALC0.90 %

6380 LTS x2= 12760 LTS


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MATERIAL BALANCE OF JAGGERY SPIRIT

1000 kgs PULVE RIZED JAGGERY

FERMENTOR

JAGGERY SPIRIT 385 LTR @ 89% (342.6AL)

SPENT WASH 2500 LTR

LOSS : = 3.6 AL = 1.0%

385 LTR OF JAGGERY SPIRIT / DAY X 26 DAYS = 10000 LTRS / MONTH

2885 LTR WATER

YEAST3 DAYS

DISTILLATION

2885 LTR OF WASH@ 12% AL(346.2AL) 12 HRS


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4. Details of the use of steam from the boiler.

STEAM-FUEL BALANCE CHART

4 TON BOILER(BRIQUETTES FIRED) OPERATING PRESSURE-8.5KG/SQCM

STEAM HEADER

STEAM TO RD PLANT AND MALT PLANT-FUEL(BRIQUETTES)-17.5 TONS/24 HRS.THIS IS ONLY ON FULL LOAD -RD PLANT,MALT PLANT,GRAPES AND JAGGERY(FEW DAYS ONLY).

STEAM COMSUMED-2600 KG/Hr =62400 KG/24Hrs-STEAM FUEL RATIO = 3.6

STEAM TO RD PLANT ONLY

FUEL(BRIQUETTES)-12.5 TONS/24 HRS

STEAM CONSUMED -1850KG/Hr =44400/24HRS. STEAM FUEL RATIO =3.6

STEAM TO MALT PLANT ONLY

FUEL(BRIQUETTES)-5 TONS/24 HRS

STEAM CONSUMED -750KG/Hr =18000/24HRS. STEAM FUEL RATIO =3.6

OPTION-1 OPTION-2

STEAM TURBINE(RATING--30KWH)OP PRESS- 6KG/SQCM TO 8.5KG/SQCM

BACK PRESSURE OF TURBINE IS 0.9KG/SQCM

PRESSURE REDUCING VALVE-FROM 8.5 KG/SQCM

TO 0.9KG/SQCM

REDISTILLATION PLANT-CAPACITY-15KLPD.(SECONDARY DISTILLATION FROM RECTIFIED SPIRIT TO NEUTRAL SPIRIT)

GENERATES 22 KWH = 528 KWH/DAY =13200 KWH/MONTH = 158400 KWH/YEAR

Rs 8 PER KWH X 158400= Rs1267200 PER YEAR)

PRESSURE REDUCING VALVE FROM 8.5KG/SQCM TO 2.5KG/SQCM

MALT PLANT--CAPACITY-30KLPM -CONSISTS OF HOT WATER TANK,MASHTON AND COPPER KETTLES FOR SPIRIT/WASH

DISTILLATION

5. Surface and ground water quality around proposed spent wash storage lagoon, and compost yard.

We have tabulated the results in the earlier columns

6. Plan to reduce spent wash generation within 6-8 KL/KL of alcohol produced.

NA


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7. Proposed effluent treatment system for molasses/grain based distillery (spent wash, spent less, condensate and utilities) as well as domestic sewage and scheme for achieving zero effluent discharge (ZLD).

ETP SCHEMATIC

8. Proposed action to restrict fresh water consumption within 10KL /KL of alcohol production.

NA

9. Details about capacity of spent wash holding tank, material used, design consideration. No of peizometers to be proposed around spent wash holding tank.

NA


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10. Action plan to control ground water pollution.

POLLUTION LOAD IMPACT DUE TO EXPANSION – WATER ZERO DISCHARGE

� Existing waste water Generation – 30 KLPD

� Proposed waste water Generation – 60 KLPD

� Total waste water Generation – 90 KLPD

� Existing Effluent Treatment Plant – 30 KL (Anaerobic lagoon with EAS)

� Proposed Effluent Treatment Plant–90 KL (UASB with EAS & filter press)

� Usage of treated water: Treated water generated 81 KLD

� 58 KL for gardening in an area of 11511 Sq.M @ the rate of 5L/Sq.M in the factory premises and excess water is used for gardening in adjacent land

� 02KL for floor wash in non production areas.

� 6 KL for boiler feed

� 15 KL for Toilet Flushing


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11. Details of solid waste management including management of boiler ash, yeast, etc. Details of incinerated spent wash ash generation and its disposal.

Details of Solid Waste Management

Sl No.

Description of waste

Existing Quantity Proposed Quantity Mode of Disposal

1 Broken bottles/glass

14.2 tonnes/month 0.12 Tonne/month Sent to glass factory

2 Corrugated Paper waste

9.5 tonnes/month 0.015 tonnes/month

Sent to box manufactures for re-processing

3 Spent grain used barley malt

30.7 tonnes/month 200 tonnes/month To be sold as animal feed for dairy farms

4 ETP sludge 5kgs/day 40kgs/day Will be disposed a manure on land for gardening

5 Waste oil 60 lts/month 10lts/month MS drums – to KSPCB authorized agencies.

6 Laminates --- 5.2Tonne/month Will be sold to recyclers

7 Aseptic Packs --- 1.24 Tonne/month Will be sold to recyclers

8 PET Bottles --- .196 Tonnes/month

Will be sold to recyclers

9 Grape Musk --- 37.5 Tonnes/month

Composting and used as manure

12. Details of bio-composting yard (if applicable).

We have bio composting yards dealing only with the Kitchen wastes and E T P sludge and there is no sludge from any spent wash,

13. Action plan to control odour pollution.

There is no odour generated in our process nor from the ETP,hence there is no provision for odour control equipment.

14. Arrangements for installation of continuous online monitoring system (24x7 monitoring device).

Ours is not a primary distillery and hence we are not subject to the need of incorporating a continuous online monitoring system.

replies to the terms of reference issued by s...

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