M/S. PAWAN FORMALIN PVT. LTD. - Welcome to...

M/S. PAWAN FORMALIN PVT. LTD. (New Proposed Project to Manufacture

Formaldehyde, Hexamine along with Resins) (Formaldehyde-1800MT/Month,

Hexamine-90 MT/Month, Urea Formaldehyde Resin-250 MT/month,

Melamine Formaldehyde Resin-250 MT/month, Urea Formaldehyde Molding Powder-250 MT/month)

Survey NO. 24/P, Village: Jambudiya, Taluka: Morbi,

District: Rajkot, Gujarat.

Rapid Environmental Impact Assessment Report As per High Court Stay Order No.

C/SCA/1782/2013 dated 9/12/2013 (Copy Enclosed in Chapter – 10 on pg. no. 10.6)

Prepared By:

T. R. Associates Ganesh Meridian, Block No.: - C, Office No. 605-A,

Opp. Kargil Petrol Pump, Nr. Sola Over Bridge, S. G. Highway, Ahmedabad-380060.

Email : [email protected] [email protected] Mo. No. 9825371099 YEAR - 2014

EIA Preparation for the Proposed Plant for Formaldehyde, Hexamine & Resin Manufacturing of M/s Pawan Formalin Pvt. Ltd

MM/s. T. R. Associates F

No. Condition Compliance status Page no.

1 Executive summary of the project. Given in ch-10 10.1-10.23

2 Justification of the project Given in the section 1.3 of

chapter-1

1.2

3 Photographs of proposed plant site Given in the section 1.13 of

Chapter-1

1.16

4 Promoters and their back ground Given in the section 1.4 of

chapter-1

1.5

5 Regulatory framework Given in the section 1.12 of

chapter-1

1.15

6 A map indicating location of the project and

distance from severely polluted area.

Project site location is given

in Fig. 1.0,1.1,1.2

1.6, 1.9-1.10

A Google map showing

distance from severely

polluted area from project

site is given in Annexure - B

78

7 Project location and plant layout.

Project location is shown in

Google map figure 1.2

1.10

Plant lay-out is given in the

chapter-2 Fig. no. 2.6

2.18

8 Infrastructure facilities including power sources. Given in the chapter-2

section no. 2.5.5

2.17

9

Total cost of the project along with total capital cost

and recurring cost/annum for environmental

pollution control measures.

Given in chapter - 8 8.1-8.2

10

Project site location along with site map of 10 km

area and site details providing various industries,

surface water bodies, forests etc.

Project site location along

with site map of 10 km area

is shown in topo map given

in the chapter-1, fig. 1.1

1.9

A Google map showing

nearest surface water bodies

& forests from project site is

given in Annexure – B.

79

Details of nearby industries

are shown in chapter – 3.5,

section - 3.5.5

3.5.15-

3.5.16

11

Present land use based on satellite imagery for the

study area of 10 km radius. Details of land

availability for the project along with supporting

Land use based on satellite

imagery for the study area of

10 km radius is shown in

3.4.15-

3.4.16


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document. Chapter 3.4, section – 3.4.1 &

3.4.2

Details of land availability for

the project is shown in

section 2.6, table 2.4

2.17

Land documents are attached

as Annexure - C

81

12

Location of National Park/Wild life

sanctuary/Reserve Forest within 10 km radius of

the project.

Paneli reserve forest at 2.07

KM in ENE direction.

And 3.1 km in SSW direction

from our location. Image is

shown in Annexure B.

80

13. Details of the total land and break-up of the land use

for green belt and other uses. Section 2.6, table 2.4

2.17

14. List of products along with the production

capacities

Chapter-1, Section 1.1

1.1

15. Detailed list of raw materials required and source,

mode of storage and transportation.

Chapter – 2, Section 2.5.1,

table – 2.3 2.14-2.16

16. Manufacturing process details along with the

chemical reactions and process flow chart.

Given in the Chapter-2,

section no. 2.4 2.3-2.13

17.

Site-specific micro-meteorological data using

temperature, relative humidity, hourly wind speed

and direction and rainfall is necessary.

Given in section-3.1.1 3.1.2-3.1.6

18.

Ambient air quality monitoring at 6 locations within

the study area of 5 km. aerial coverage from project

site as per NAAQES notified on 16th September,

2009. Location of one AAQMS in downwind

direction.

Locations are given in Fig. no.

3.1.3 & table 3.1.4

AAQ results are given in table

– 3.1.5 to 3.1.8

3.1.9-3.1.12

19.

One season site-specific micro-meteorological data

using temperature, relative humidity, hourly wind

speed and direction and rainfall and AAQ data

(except monsoon) for PM10, SO2, NOx including

VOCs shall be collected. The monitoring stations

shall take into account the pre-dominant wind

direction, population zone and sensitive receptors

including reserved forests. Data for water and noise

monitoring shall also be included.

One season site-specific

micro-meteorological data

are given in Annexure A

1-77

AAQ data for PM10, PM2.5, SO2,

NOx including VOCs is shown

in table 3.1.5 to 3.1.8

3.1.10-

3.1.12

Monitoring stations are

shown in table – 3.1.4 & fig.

3.1.3

3.1.9-3.1.10

water monitoring data are

shown in Section – 3.3.1.1 &

3.3.1-3.3.3


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fig. 3.3.1

noise monitoring data are

shown in table – 3.2.2

3.2.2-3.2.4

20.

Air pollution control measures viz. Multi-cyclone

and bag filter etc. shall be proposed for the effective

control of gaseous emissions within permissible

limits.

Given in section 2.10.2 in

table 2.10 2.26

21. Control methanol emission from drying section.

Not applicable.

22. Details of VOC monitoring system in the working

zone environment, if any

Latest technology will be provided in the working zone environment. We will be doing VOC monitoring twice a year.

23. Name of all the solvents to be used in the process

and details of solvent recovery system. Not applicable.

24. Design details of ETP, incinerator, boiler, scrubbers

/bag filters etc.

ETP – section 2.9.1

Incinerator – N.A.

Flue gas stack- table- 2.9

Scrubber – NA

MDC fig. 2.10

2.23

2.25

4.10-4.15

2.26

25. Details of water and air pollution and its mitigation

plan.

Water pollution & its

mitigation plan – section

2.9.1

Air pollution & its mitigation

plan – section 2.10

2.20-2.24

2.24-2.26

26 Action plan to control and monitor secondary

fugitive emission from all the sources.

Fugitive emission causes are

given in the chapter-2,

section 2.10.3.

2.26

27

Determination of atmospheric inversion level at the

project site and assessment of ground level

concentration of pollutants from the stack emission

based on site specific meteorological features. Air

quality modeling for proposed plant.

Given in Section 4.3.4.2 table

–4.2, 4.3, 4.4,

Fig. – 4.1, 4.2, 4.3

4.9-4.16

28

Permission for the drawl of ground water from

CGWA. Water balance chart including quantity of

effluent generated recycled and reused and

discharged.

We will apply after getting EC

Water balance – Fig-2.6 2.22

29 Action plan for ‘Zero’ discharge of effluent shall be

included. Given in the section – 2.9.1 2.20-2.24

30 Treatment of phenol in the effluent, if any. Not Applicable


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31

Ground water quality monitoring minimum at 6

locations shall be carried out. Geological features

and Geo-hydrological status of the study area and

ecological status (Terrestrial and Aquatic).

Ground water quality

monitoring – table – 3.3.1 3.3.5

Geological features and Geo-

hydrological status of the

study area, section – 3.4.3

3.4.5-3.4.10

Ecological status (Terrestrial

and Aquatic) section - 3.4.7

3.4.20-

3.4.55

32

The details of solid and hazardous wastes

generation, storage, utilization and disposal

particularly related to the hazardous waste calorific

value of hazardous waste and detailed

characteristic of the hazardous waste. Action plan

for the disposal of fly ash generated from boiler

shall be included.

Details of solid & hazardous

waste is given in section 4.6.5

in chapter 4,

4.30-4.31

Action plan for fly ash –

Section –9.4 9.8-9.9

33

Precautions to be taken during storage and

transportation of hazardous chemicals shall be

clearly mentioned and incorporated.

Given in chapter-7, section

no. 7.6 7.6-7.13

34 Authorization/Membership for the disposal of

solid/hazardous waste in TSDF. We will apply after getting EC.

35 List of hazardous chemicals (as per MSIHC rule)

with toxicity levels. Section 7.5 7.4-7.5

36.

A write up on “Safe Practice” followed for methanol

handling, storage, transportation and unloading to

be submitted

Given in Section 7.6.1 7.6-7.7

37 A write up on “Treatment of workers affected by

accidental spillage of methanol/Phenol”.

Phenol is not used so it is not applicable.

Treatment of workers

affected by accidental

spillage of methanol is given

in section 7.10

7.17-7.18

38. Locating the plant in open area instead of covered

to be reviewed in view of safety consideration. Section 7.13 7.28-7.29

39 An action plan to develop green belt in 33 % area Section – 4.7 4.32-4.37

40

Action plan for rainwater harvesting measures at

plant site shall be included to harvest rainwater

from the roof tops and storm water drains to

recharge the ground water.

Section - 4.8 4.38-4.50

41. Details of occupational health programme.

Section 7.8

7.14


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(i) To which chemicals, workers are exposed

directly or indirectly.

(ii) How the workers are evaluated concerning their

exposure to chemicals during pre-placement and

periodical medical monitoring

(iii) Liver function tests (LFT) during pre-placement

and periodical examination.

(iv) Whether these chemicals are within Threshold

Limit Values (TLV)/ Permissible Exposure Levels as

per ACGIH recommendation.

(v) What measures company has taken to keep

these chemicals within PEL/ TLV.

(vi) What are onsite and offsite emergency plan

during chemical disaster.

It will be below the values

given in Section 7.5

As per given in Section 7.5

Section 7.5

Section 7.5

Section 7.5

Section 7.14

7.4

7.4

7.4

7.4

7.4

7.30-7.37

42 Details of occupational health surveillance

programme. Section 7.7 7.13-7.14

43. Socio-economic development activities shall be in

place.

Chapter-3.5, section 3.5.1,

3.5.2, 3.5.3 3.5.1-3.5.15

44.

At least 5 % of the total cost of the project 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 prepared and incorporated.

We will provide 1.5 % of the

total profit in CSIR activity.

45.

Detailed Environment management Plan (EMP)

with specific reference to details of air pollution

control system, water & wastewater management,

monitoring frequency, responsibility and time

bound implementation plan for mitigation

Measure shall be provided.

Environment management

Plan (EMP) with reference to

air pollution - Section 2.10

2.24-2.27

Environment management

Plan (EMP) with reference to

water & wastewater

management - Section 2.9

2.20-2.24

Monitoring frequency Table

5.2 5.3-5.4

Responsibility and Time

bound implementation plan

for mitigation measure shall

be provided - Section 9.5

9.9-9.12

46. EMP shall include the concept of waste-

minimization, recycle / reuse / recover techniques,

Energy conservation, and natural resource

Section - 9.4 9.8-9.9


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conservation.

47.

Corporate Environmental Responsibility

(a) Does the company have a well laid down

Environment Policy approved by its Board of

Directors? If so, it may be detailed in the EIA report.

Section 9.3.3

9.3-9.4

(b) Does the Environmental 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 report.

Section 9.5.2, 9.5.3, 9.5.4.

9.10-9.12

(c) What is the hierarchical system or

Administrative order of the company to deal with

the environmental issues and for ensuring

compliance with the EC conditions? Details of this

system may be given.

Section 9.5.2 9.10

(d) Does the company has a system of reporting of

non compliance / violations of environmental

norms to the Board of Directors of the company and

/ or shareholders or stakeholders at large? This

reporting mechanism should be detailed in the EIA

report.

Yes, the company has a system of reporting

of non compliance / violations of

environmental norms to the Board of

Directors of the company

48.

Expansion/modernization proposals:

1. 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 should be provided. In addition,

status of compliance of Consent to Operate for

the ongoing Iexisting operation of the project

from SPCB shall be attached with the EIA-EMP

report.

This project is New project so these

conditions are not applicable.


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2. 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.

49.

Any litigation pending against the project and/or

any direction/order passed by any Court of Law

against the project, if so, details thereof.

Not applicable

50.

Public hearing to be conducted and issues raised

and commitments made by the project proponent

on the same should be included in EIA/EMP Report

in the form of tabular chart with financial budget for

complying with the commitments made.

Public hearing minutes is shown in

Annexure – D (Page no. 88-111)

51. A tabular chart with index for point wise

compliance of above TORs. As shown in pages F-L


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INDEX

EIA REPORT

1.0 Introduction 1.1 -1.16 1.1 Identification of Project 1.1 1.2 Purpose of Project 1.1 1.3 Need of the project and its importance in the country 1.2 1.4 Promoters and their back ground 1.5 1.5 Project Location 1.5 1.6 Siting Criteria 1.7 1.7 Scope of the Work 1.11 1.8 Impact Assessment Methodologies 1.13 1.9 Environment Management Plan 1.13 1.10 Disaster Management Plan and Occupational Safety 1.14 1.11 Post Study Monitoring Plan 1.14 1.12 Regulatory Frame Work 1.15 1.13 Site Visit Photos 1.16 2.0 TECHNICAL DESCRIPTION OF THE PROJECT 2.1-2.28 2.1 Type and Importance of the project 2.1 2.2 Location 2.1 2.3 Proposed Product Details 2.2 2.4 Products and Manufacturing Process 2.3 2.4.1 Formaldehyde (37%) 2.3 2.4.2 Urea Formaldehyde Resin (U.F. Resin) 2.6 2.4.3 Melamine Formaldehyde Resin 2.8 2.4.4 Hexamine 2.10 2.4.5 U.F. Moulding Powder 2.12 2.5 List of raw materials 2.14 2.5.1 Requirement and storage of raw material 2.14 2.5.2 Storage 2.16 2.5.3 Handling 2.16 2.5.4 Transportation 2.16 2.5.5 Infrastructural Facilities 2.17 2.6 The detailed Area break up for proposed unit 2.17 2.7 Details of Plant and Machineries 2.19 2.8 Requirement of Resources 2.20 2.8.1 Fuel Requirement 2.20 2.8.2 Energy Requirement 2.20 2.9 Environmental Pollution and Control Measures 2.20 2.9.1 Water Pollution 2.20 2.10 Air Pollution 2.24 2.10.1 Flue Gas Emission 2.24 2.10.2 Process Gas Emission 2.24 2.10.3 Fugitive Emission 2.26 2.11 Hazardous / Solid Waste Generation 2.27 2.12 Noise Pollution 2.27


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2.13 Cleaner Production 2.28 3.0 DESCRIPTION OF ENVIRONMENT 3.1.1-3.5.18 3.1 AIR ENVIRONMENT 3.1.1 Micrometeorological Data 3.1.2 3.1.1.1 Meteorological Data From IMD (Secondary Data) 3.1.2 3.1.1.2 Meteorology –Data Generated at the plant site(Primary Data) 3.1.4 3.1.2 selection of AAQ stations 3.1.6 3.1.3 Existing AAQ(Pre-project) status 3.1.7 3.1.4 Results and Discussion 3.1.12 3.2 NOISE ENVIRONMENT 3.2.1 Impact Assessment of Noise Environment 3.2.2 3.2.2 Existing Noise Levels 3.2.2 3.2.3 Methodology of Noise measurement 3.2.4 3.2.4 Data Analysis 3.2.5 3.3 WATER ENVIRONMENT 3.3.1 Water Quality 3.3.1 3.3.1.1 Sample collection and analysis 3.3.1 3.3.1.2 Method of Water Sampling 3.3.3 3.3.1.3 Data Analysis 3.3.4 3.3.1.4 Impacts 3.3.4 3.3.2 Conclusions 3.3.4 3.4 LAND ENVIRONMENT 3.4.1 Methodology of sample collection and analysis 3.4.1 3.4.2 Soil Data analysis 3.4.4 3.4.3 Geo-Hydrological Features 3.4.5 3.4.3.1 Introduction 3.4.5 3.4.3.2 Geology 3.4.5 3.4.3.3 Land Characteristics 3.4.6 3.4.3.4 Rain fall 3.4.6 3.4.3.5 District wise status of ground water Development in Gujarat 3.4.7 3.4.3.6 General Information of Taluka 3.4.8 3.4.3.7 Climate 3.4.8 3.4.3.8 Geohydrology 3.4.8 3.4.3.9 Ground water condition 3.4.8 3.4.3.10 Depth of Ground Water Table 3.4.9 3.4.3.11 Feasibility of Source at and around Dada Nagar Village &

Project area 3.4.9

3.4.4 Land Use Status 3.4.10 3.4.5 Land use & land cover classification results 3.4.10 3.4.5.1Data Used 3.4.11 3.4.5.2 Methodology 3.4.12 3.4.5.3 Interpretation Of Remote Sensing Data 3.4.12 3.4.6 Topography of the study area 3.4.19 3.4.7 Ecology and Bio diversity 3.4.20


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3.4.7.1 Data Collection And Field Visit 3.4.20 3.4.7.2 Detail Methodology 3.4.21 3.4.7.3 Intensive survey and compilation of primary field data 3.4.23 3.4.7.4 Biodiversity Status 3.4.24 3.4.7.4.1 Floral Status 3.4.25 3.4.7.4.2 Faunal Status 3.4.29 3.4.7.4.3 Threatened Plants And Animals And Conclusion Note 3.4.35 3.5 SOCIO ECONOMIC ENVIRONMENT 3.5.1 Introduction 3.5.1 3.5.2 Socioeconomics 3.5.1 3.5.3 Amenities 3.5.9 3.5.4 Site Specific Studies 3.5.15 3.5.5 List of industries 3.5.15 3.5.6 Culture 3.5.17 3.5.7 Organization & Manpower 3.5.17 3.5.8 Impacts of the proposed Project 3.5.17 4.0 ANTICIPATED IMPACTS AND MITIGATION MEASURES 4.1-4.54 4.1 Introduction 4.1 4.2 Impacts on environment during Construction Phase 4.3 4.2.1 Impact on Land use 4.3 4.2.2 Impact on Soil Environment 4.3 4.2.3 Impact on Air Quality 4.3 4.2.4 Impact on Water Quality 4.4 4.2.5 Impact on Noise Levels 4.4 4.2.6 Impact on Terrestrial Ecology 4.4 4.2.7 Impact on Aquatic Ecology 4.4 4.2.8 Impact on Demography and Socio-economics 4.4 4.2.9 Public Expectation 4.6 4.3 Identification of Potential Impacts during Operational Phase 4.6 4.3.1 Impact on Soil 4.7 4.3.2 Impact on Topography 4.7 4.3.3 Impact on Climate 4.8 4.3.4 Impact on Air Environment 4.8 4.3.5 Impact on Water Environment 4.16 4.3.6 Impact on Noise Environment 4.16 4.3.7 Impact on Ecology 4.18 4.3.8 Impact on Socio-Economics 4.18 4.4 Environment Management Plan 4.19 4.5 Environment Management Plan during Construction 4.20 4.5.1 Site Preparation 4.20 4.5.2 Air Quality 4.21 4.5.3 Water Quality 4.21 4.5.4 Noise Levels 4.21 4.5.5 Ecological Aspects 4.22 4.5.6 Storage of Hazardous Materials 4.22 4.5.7 Site Security 4.22 4.5.8 Migrant Laborers 4.23 4.6 Environmental Management Plan (EMP) during Operational Stage 4.24 4.6.1 Soil Quality 4.25


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4.6.2 Air Quality Management 4.25 4.6.3 Water Management 4.26 4.6.4 Noise Level Management 4.30 4.6.5 Solid & Hazardous Waste Management 4.30 4.7 Green Belt Development 4.32 4.8 Rain Water Harvesting 4.38 4.9 Monitoring Of Water Consumption 4.53 4.10 Other Information 4.53 4.11 Occupational Health Surveillance 4.54 5.0 ENVIRONMENTAL MONITORING ASPECTS 5.1-5.14 5.1 Implementation Schedule of Mitigation Measures 5.1 5.1.1 Introduction 5.1 5.1.2. Institutional Arrangements for Pollution Control 5.1 5.1.2.1 Organization at Site5.6.1 Organization at Site 5.1 5.2 Environmental Monitoring 5.2 5.2.1 Monitoring and Reporting Procedure 5.3 5.2.2 Methodology for Ambient Air Quality Assessment 5.4 5.2.3 Methodology for Flue Quality Assessment 5.7 5.2.3.1 Stack Gas Monitoring 5.7 5.2.4 Methodology for Water Quality Assessment 5.7 6.0 DISASTER MANAGEMENT PLAN 6.1-6.7 6.1 Introduction – Disaster 6.1 6.2 Types Of Disaster 6.1 6.3 Identification of Major Hazards 6.2 6.4 Objectives of the Plan 6.2 6.4.1 Basis of Plan 6.2 6.4.2 Post Disaster Analysis and Evaluation 6.3 6.4.3 General Recommendations 6.3 6.4.4 The availability, organization, and utilization of resources for

emergency 6.3

6.4.5 Emergency response 6.4 6.4.6 Fire Fighting Facilities 6.6 6.4.7 Other Key Personnel 6.6 7.0 RISK ASSESSMENT 7.1-7.61 7.1 INTRODUCTION OF COMPANY 7.1

7.2 OBLECTIVE, PHILOSOPHY & METHODOLOGY OF RISK ASSESSMENT 7.2 7.3 DETAILS OF RAW MATERIALS 7.3 7.4 DETAILS OF FINISHED PRODUCTS 7.3 7.5 LIST OF HAZARDOUS CHEMICALS ALONGWITH THEIR TOXICITY LEVEL

AS PER MSIHC RULES 7.4

7.6 HAZARD IDENTIFICATION AND PREVENTIVE MEASURES 7.6 7.6.1. Raw Material Storage hazards and controls 7.6 7.6.2. Process hazards and controls 7.8 7.6.3. General Hazards & controls 7.9


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7.6.4 Safe Practice for Handling, Storage, Transportation and Unloading of Hazardous Chemicals:

7.11

7.6.5.: Safe Practice for Handling, Storage, Transportation and Unloading of Ammonia:

7.12

7.7 Occupational Health Surveillance Programme 7.13 7.8 Occupational Health Programme 7.14 7.9 Chemicals Which Are Exposed To Workers Directly Or Indirectly 7.15 7.10 Treatment Of Workers Affected By Acccidental Spillage Of Methanol 7.17 7.11 Do’s And Donts’ 7.19 7.12 Risk Analysis And Consequence Analysis 7.21 7.13 Risk Reduction Measurement& Recommendation In View Of Safety

Consideration 7.28

7.14 On Site Emergency Plan 7.30 7.15 Material Safety Data Sheet 7.38 8.0 COST ANALYSIS 8.1-8.2 8.1 Capital Cost 8.1 8.2 Environmental Protection Cost 8.2 9.0 ENVIRONMENTAL MANAGEMENT SYSTEM 9.1-9.12 9.1 Introduction 9.1 9.2 Formation of an Environmental Management System 9.1 9.3 Implementation of an Environmental Management System 9.2 9.4 Concept of Waste-Minimization, Recycle/Reuse/Recover Techniques,

Energy Conservation, and Natural Resource Conservation 9.8

9.5 Institutionalizing Corporate Environmental Responsibility 9.9 10.0 Executive Summary – English & Gujarati 10.1-10.23 11.0 DISCLOSURE OF CONSULTATIONS 11.1-11.10 11.1 Introduction of M/s. T.R. Associates 11.1 11.2 Copy of Stay order 11.6

ANNEXURES

A Primary Meteorological Data 1-77 B Google map showing Distance From Severely Polluted Area From Project

Site & Google Map Showing Surface Water Bodies And Reserve Forest From Project Site.

78-80

C Land Documents 81-87 D Public Hearing Minutes (Dt: 11-2-2015) 88-111


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LIST OF TABLES

No. List of Tables Page No.

1.0 Siting Criteria 1.7 1.1 Salient Features with in 10 km radius surroundings. 1.10 1.2 Scope of work 1.12

2.1 List of Proposed Product 2.2 2.2 Raw materials Consumption in MT/Month 2.14

2.3 Packing, storage & transportation details of Raw Material and Product 2.16

2.4 Area Break up for proposed unit 2.17

2.5 Equipments required for resin plant, Hexamine & Formaldehyde Plant 2.19

2.6 Employment Detail 2.20 2.7 Water consumption and Waste water Generation details 2.21 2.8 Capacity of ETP units 2.24 2.9 Flue Gas stacks details 2.25

2.10 Technical Details of MDC- Multi Cyclone Dust Collector 2.26 2.11 Solid Waste/Hazardous Waste details 2.27

3.1.1 Monthly Mean values of Metrological Data for 3 Months 3.1.3

3.1.2 Monthly Mean values of Meteorological Data for 3 Month (Primary Data) 3.1.5

3.1.3 Air Parameters analyzed and sampling duration 3.1.7 3.1.4 Ambient Air Quality - Methodology 3.1.8 3.1.4 (a)

Ambient Air Quality sampling site 3.1.10

3.1.5 Ambient Air Quality Monitoring Results Name of the pollutant: Particulate Matter (PM10) 3.1.10

3.1.6 Ambient Air Quality Monitoring Results Name of the pollutant: Particulate Matter (PM2.5) 3.1.10

3.1.7 Ambient Air Quality Monitoring Results Name of the pollutant: SO2 3.1.11

3.1.8 Ambient Air Quality Monitoring Results Name of the pollutant: Nitrous Oxides (NOx) 3.1.12

3.2.1 Hourly Noise data (Day and Night timings in Leq dB (A)) 3.2.6 3.3.1 Water Quality - Physico-chemical Analysis of Ground Water 3.3.5 3.3.2 Water Quality - Physico-chemical Analysis of Surface Water 3.3.6 3.4.1 Physicochemical Parameters of the soil 3.4.4 3.4.2 Land use Details 3.4.14 3.4.3 Field Survey 3.4.21 3.4.4 Taxonomic Status of plant species: M/s. Pawan Formalin Pvt. Ltd. 3.4.25 3.4.5 Life form Status of plant species: M/s. Pawan Formalin Pvt. Ltd. 3.4.25 3.4.6 Common Tree species: M/s. Pawan Formalin Pvt. Ltd. 3.4.26 3.4.7 Wild/Forest Tree species: M/s. Pawan Formalin Pvt. Ltd. 3.4.27

3.4.8 Status of Agriculture and Other Crop Species Recorded: M/s. M/s. Pawan Formalin Pvt. Ltd. 3.4.28


MM/s. T. R. Associates T

3.4.9 Taxonomical Status of Herpetofauna: M/s. Pawan Formalin Pvt. Ltd. 3.4.29

3.4.10 Overall Status of Terrestrial and Aquatic Birds: M/s. Pawan Formalin Pvt. Ltd. 3.4.30

3.4.11 Overall Status of Mammals: M/s. Pawan Formalin Pvt. Ltd. 3.4.34

3.4.12 Habitat-wise checklist of Plant Species recorded in and around the M/s. Pawan Formalin Pvt. Ltd. 3.4.37

3.5.1 Population Composition 3.5.2 3.5.2 Occupational Structure 3.5.6 3.5.3 Literacy Status 3.5.8 3.5.4 Amenities (Educational Facilities) 3.5.10

4.1 Flue Gas Stack Details 4.9 4.2 Predicted 24 Hourly Short term incremental concentration of SPM 4.15 4.3 Predicted 24 Hourly Short term incremental concentration of SO2 4.15 4.4 Predicted 24 hourly short term incremental Concentrations of NOx 4.16 4.5 Permissible Noise Exposures for Industrial Workers 4.17 4.6 Negative Impacts and Mitigations during Construction Phase 4.23 4.7 Water consumption and Waste Water Generation details 4.27 4.8 Capacity of ETP units 4.30 4.9 Hazardous waste generation and their disposal 4.31

4.10 Categorization of the area for project and greenbelt 4.32 4.11 Recommended Plant Species for Green Belt Development 4.35 4.12 Negative Impacts and Mitigations during Operational Phase 4.51

5.1 Implementation of Schedule 5.1 5.2 Monitoring Schedule for Environmental Parameters 5.3 5.3 Methodology for ambient air quality assessment 5.5 5.4 National ambient quality standards 5.6 5.5 Tolerance limit for drinking water as per IS-10500 1991 5.9

5.6 Primary water quality criteria for various uses of fresh water as per CPCB for prevention and control of water pollution (1979) 5.11

5.7 General standards for discharge of effluents 5.12


MM/s. T. R. Associates U

LIST OF FIGURES

No. List of Figures Page No.

1.0 Index Map 1.6

1.1 Topo map showing 10 km radius around the plant site 1.9

1.2 Google map showing plant site 1.10

2.0 Process Flow Diagram of Formaldehyde 2.4

2.1 Process Flow Diagram of Urea Formaldehyde Resin 2.7

2.2 Process Flow Diagram of Melamine formaldehyde resin 2.9

2.3 Process Flow Diagram of Hexamine 2.11

2.4 Process Flow Diagram of U.F. Moulding Powder 2.13

2.5 Plant Lay-Out 2.18

2.6 Water Balance Diagram 2.22

2.7 Flow Diagram of ETP 2.23

3.1.1 Meteorological Wind Rose Diagram for November-2012 to January 2013 (Secondary data) 3.1.4

3.1.2 Meteorological Wind Rose Diagram for October-2013 to December 2013 (Primary Data) 3.1.6

3.1.3 Map Showing Ambient Air Quality Locations 3.1.9

3.2.1 Topo Map Showing Noise Sampling Locations 3.2.3

3.3.1 Topo Map showing Water Quality Locations 3.3.2

3.4.1 Map showing Soil Sampling Locations 3.4.3

3.4.2 Land use Map 3.4.15

3.4.3 High Resolution Satellite Image showing 10 km radius around the plant site 3.4.16

3.4.4 Topographical Map 3.4.17 3.4.5 Infrastructure facilities 3.4.18 3.4.6 Google image showing in and around the Project Location. 3.4.22


MM/s. T. R. Associates V

3.5.1 Percentage of Population distribution 3.5.4 3.5.2 Distribution of workers 3.5.7 3.5.3 Literacy levels 3.5.9

4.1 Ground Level Concentration of SPM 4.12

4.2 Ground Level Concentration of SO2 4.13

4.3 Ground Level Concentration of NOx 4.14

4.4 Water Balance Diagram 4.28

6.1 On Site Disaster Management Plan 6.4

9.1 Model structure showing information flow 9.10


MM/s. T. R. Associates 1.1



Proposed Project



Nazarbaug railway station(10.1 km)


2.0 TECHNICAL DESCRIPTION OF THE PROCESS

2.1 Type and Importance of the project

The proposed products like Resins (Melamine Formaldehyde Resin, and Urea Formaldehyde

Resin), Hexamine, U.F. Moulding Powder & Formaldehyde are very useful Chemical

compounds. It has many important applications in many areas or fields. They have got several

advantages as listed below in our daily life.

These Resins are used to manufacture Laminated Sheets, and these laminated sheets are very

useful for furniture and other similar application in making magnetic slots and other

electrical appliances.

The main use of Hexamineis in the production of powdery or liquid preparations of phenolic

(phenol formaldehyde) resins and phenolic resin molding compound, where it is added as a

hardening component.

Medical professionals usehexamineas an antibiotic to treat urinary tract infections. The

specific medication used is called methenamine hippurate, which is formed by the

combination of hexamineand hippuric acid.

Hexaminetablets are used by fire-protection laboratories as a clean and reproducible fire

source to test the flammability of carpets and rugs.

Hexamineis also used in rubber and textile adhesives, in paints and lacquers, in the

photographic industry, in the production of deodorants and hair fixers.

2.2 Location

The proposed plant is located at Survey No.: 24/P, Village: Jambudiya, Taluka: Morbi, District:

Morbi-Rajkot – 363642 and Gujarat State. The base map and topo map showing features around

10 km radius from plant site are showing Fig. 1.1.

The total land area is 10060 Sq. Mt. of which 3096 Sq. Mt. is for greenbelt area development.

M/s. T. R. Associates 2.1


2.3 Proposed Product Details

The details of proposed final product and intermediate products are shown in Table 2.1.

Table 2.1 Details of Proposed Final Product

No. ProductTotal Quantity

( MT/Month)

Total Quantity

( MT/Day)

1. Formaldehyde (37%) 1800 60

2. Urea Formaldehyde Resin 250 8.3

3. Melamine Formaldehyde Resin 250 8.3

4. U.F. Moulding Powder 250 8.3

5. Hexamine 90 3



Products and Manufacturing Process

2.4.1 Formaldehyde (37%)

Manufacturing Process:

1. Feed Methanol, air, water vapour

Catalyst: Silver

The methanol in the measuring storage tank is pumped up to an elevated tank by a

methanol pump. After being controlled by measuring, the methanol coming out from the

elevated tank flows into an evaporator for vaporization of which the temperature is

controlled within 440C ~ 470C and the liquid level is controlled as 50%, then the

vaporized methanol gets into a super heater. The heat for the vaporization of methanol is

provided by the 700C circulating fluid in the 1st formaldehyde absorber.

3. The air is filtered by a filter before being delivered to the evaporator by a blower. It

mixes with the methanol in the evaporator and enters into then super heater together. The

air flow is regulated by the blower through frequency conversion to control the flow ratio

of air to methanol (A/M=1.8 ~1.95).

When the pressure gets stable, the vapour (0.3 MPa) gets into a mist eliminator for

dehumidification through the pipeline before entering into the superheat. The flow ratio

of air to methanol shall be controlled at desired level. In the formaldehyde production

technique using silver as catalysis, the water vapour is an inert gas which does not

participate in chemical reactions. The added water vapour changes the explosive range of

the methanol and air, the production of formaldehyde thereby becomes far from the

explosive area and stays safe and reliable.

After the flow rates are regulated and proportioned, the methanol, air and water vapour

enter into the super heater and the superheating temperature shall be controlled at 2000C.

Then, these materials enter into a reactor.

In the reactor, under the catalysis of silver at 6500C, the methanol is dehydrated and

oxidised, generating Formaldehyde. Dehydration reaction is an endothermic reaction and

oxidation reaction is an exothermic reaction, but the heat release is more than that can

adsorbed, therefore the reaction system is a state of heat energy surplus. The water



vapour is not involved in reactions but it can absorb a lot of heat of reaction, maintaining

the temperature at 6500C.

Chemical Reaction:

CH3OH CH2O + H2 - 20Kcal ------1

CH3OH + ½ O2 CH2O + H2O + 38 Kcal ------2

1-2=18Kcal

The 6500C reaction gas leaves the reaction and gets into heat exchanger. For the heat exchanger,

the medium is water. The outlet temperature of heat exchanger is 1600C. The water absorbs heat,

forming the water vapour of 0.35 MPa which will be used to arranging the raw materials for

production in the super heater after its pressure stabilized.

The generated gases of about 160° C enter into 1st and 2nd formaldehyde absorber in proper order

and get absorbed by the cooled circulating fluid through spraying. The temperature of the

circulating fluid at the bottom of 1st absorber shall be control at 70° C and fluid is pumped to the

evaporator by circulating pump to supply the heat for the evaporation of methanol. In the 1st

absorber, the concentration shall be controlled as 37%, and temperature of the top shall be

controlled at 45° to 50° C. The circulating fluid is also a composition of the Formaldehyde

product by this technique. The temperature of the top of 2nd absorber shall be controlled at 30° to

35° C and keep adding water from top to control the release of formaldehyde.


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2.4.2 Urea Formaldehyde Resin (U.F. Resin)


1. Formaldehyde is taken in a jacketed reaction vessel to which urea powder is added slowly

and the mixture is then stirred well.

2. After about 15 minutes a solution of caustic soda (NaOH) is added to the mixture to make

it alkaline.

The mixture is then heated by hot Thermic fluid to raise its temperature gradually up to

85° C.

4. The process is continued till the solution becomes clear.

It is there after cooled gradually to a temperature of 10° to 15° C higher than room

temperature and the methanol solvent is added to reduce viscosity.

6. After reducing the Viscosity, The solution is then stored in a storage tank.

Chemical Reaction:



Mass Balance:

UF Resin

Reaction Vessel

Cooling

Dilution

Stirring & heating

Fig. 2.1 Process Flow Diagram of Urea formaldehyde resin



2.4.3 Melamine Formaldehyde Resin


1. Formaldehyde is taken in a jacketed reaction vessel to which melamine powder is

added slowly and the mixture is then stirred well.

2. After about 15 minutes a solution of caustic soda (NaOH) is added to the mixture

to make it alkaline.

3. The mixture is then heated by hot Thermic fluid/Steam to raise its temperature

gradually up to 85° C.

4. The process is continued till the solution becomes clear.

5. It is there after cooled gradually to a temperature of 10° to 15° C higher than room

temperature and the methanol solvent is added to reduce viscosity.

6. After reducing the Viscosity, The solution is then stored in a storage tank.

Reaction Chemistry:



Mass Balance

MF Resin

Reaction Vessel

Cooling

Dilution

Stirring & heating

Fig. 2.2 Process Flow Diagram of Melamine formaldehyde resin



2.4.4 Hexamine:

Hexamine is being produced by reaction of formaldehyde with ammonia. The Formaldehyde is

taken in the form of formaldehyde gas and is introduced in the reactor containing saturated

solution of Hexamine. Ammonia from the Ammonia storage tank is evaporated and purged in the

reactor where it reacts with the Formaldehyde to produce Hexamine as per following reaction.

Chemical Reaction:

6HCHO + 4 NH3 (CH2)6 N4 + 6H20

Formaldehyde Ammonia Hexamine Water

The Reaction between Formaldehyde and Ammonia is exothermic in nature. The heat of reaction

is utilized in evaporating the water, which is formed during reaction. As the reactions proceed

and the upper saturation limit exceeds, the hexamine start crystallizing in the mother Liquor. The

mother liquor containing hexamine crystal is withdrawn though slurry pumps and pumped to

centrifuge where the crystals are separated out. These crystals are dried in rotary drum dried and

packed in jute bags for dispatch.

The mother liquor from centrifuge is re-circulated back to the reactor.

This is a highly energy efficient process where in the heat of gaseous formaldehyde and heat of

reaction are utilized to evaporate the water formed during the reaction. No extra steam is

required in reactor and only a small quantity of steam is required for drying of crystallized

hexamine.



Process Flow Diagram:


1550 to 1575 kg of Methanol

510 to 515 kg

950 kg99 Water and traces of

Ammonia

1000 kg

140 kg output recycled intoprocess

Input 2090 KG Output 2090 KG

Formaldehyde

Ammonia

Reactor

Centrifuge

Vacuum

HEXAMINE

Spent MotherLiquor

Exhaust


Fig. 2.3 Process Flow Diagram of Hexamine

2.4.5 U.F. Moulding Powder:

Manufacturing processSame as urea Formaldehyde resin up to liquid Resin After formation of UreaFormaldehyde resin Wood pulp Hexamine and Zinc Stearate MagnesiumStearate Zinc Sulphate etc added as blending material up to solidify thematerial and finally it will be grinded to convert into powder form



Mass balance:

UF Modling Powder

Reaction Vessel

Cooling

Blender

Stirring & heating

Grinding

drying

Fig. 2.4 Process Flow Diagram of UF Moulding Powder



List of raw materials :

List of raw materials are given in the Table 2.2.

Table 2.2 Raw materials Consumption in MT/Month

Sr. No. Name of raw materialsConsumption

Mt/MonthFormaldehyde- 1800 MT/Month

1 Methanol 810Urea Formaldehyde Resin-250 MT/Month

1 Formaldehyde 1252 Urea 843 Caustic (NaOH) 0.0834 Methanol 42

Melamine Formaldehyde Resins-250 MT/Month1 Formaldehyde 1252 Melamine 843 Caustic (NaOH) 0.0834 Methanol 42

Hexamine-90 MT/Month1 Ammonia 46.352 Methanol 141.75

UF Molding powder-250 MT/Month1 Formaldehyde 1672 Urea 303 Caustic (NaOH) 0.54 Wood Pulp 505 Metallic Stearate 9.56 Zinc Sulphite 57 Barium Powder 83.758 Hexamine 8.75



2.5.1 Requirement and storage of raw material

For the manufacturing of proposed products various raw materials will be requiredIndustry will provide adequate and proper storage facilities for all the raw materialsand the finished product The quantity of raw material consumption for proposedmanufacturing is shown in the Table 2 2 A detail of regarding product and rawmaterial storage packing transportation is shown in Table 2 3

Table 2.3 Packing, storage & transportation details of Raw Material and Product

No. DescriptionPhysical

Form

Type of Packing /

Storage/ Mode of

storage

Transportation

Capacity

of

storage

Raw Materials

1 Methanol Liquid M.S.(U/G Tank) Road/Railway 25 KL

2 Urea Solid Industrial Plastic Bag Road/Railway 100 MT

3 Caustic (NaOH) Solid Woven sack Bag Road/Railway 5 MT

4 Melamine Solid Industrial Plastic Bag Road/ Railway 100 MT

5 Ammonia Gas Cylinder Road/ Railway 25 MT

6 Wood Pulp Solid Industrial Plastic Bag Road/Railway 14 MT

7 Metallic Stearate Solid Industrial Plastic Bag Road/Railway 3 MT

8 Zinc Sulphite Solid Industrial Plastic Bag Road/ Railway 2 MT

9 Barium Powder Solid Industrial Plastic Bag Road/ Railway 2.5 MT



Products

1Formaldehyde

(37%)Liquid

Industrial Plastic grade

Tank

Captive consumption &

rest will be transported

by road, rail & ship

100KL x

4

2

Urea

Formaldehyde

Moulding

Powder

Semi solid Stored in Plastic Bags

It will be transported by

road, rail & ship60 MT

3

Melamine

Formaldehyde

Resin

Semi solid Stored in S.S. Tank


road, rail & ship 50MT

4

Urea

Formaldehyde

Resin

Semi solidStored in Storage tank

of MS lined with FRP


road, rail & ship 50MT

5 Hexamine Solid Plastic BagsIt will be transported by

road, rail & ship35 MT



2.5.2 Storage

Industry will provide adequate and proper storage facilities for all the raw materials and finished

products. Corrosive substances will be stored away from the moisture. Solid raw material

will be stored in covered area and liquid raw material will be stored in closed horizontal

tank. Hazardous chemicals and solid wastes will be stored away from other plant activities.

The storage yard of chemicals will be isolated and it will be equipped with all necessary

safety measures. In cover-shed area provide natural ventilation system, which consider as 15

% open area of all covered area.

2.5.3 Handling

All the raw materials and finished products will be handled as per the standard practice. For

proper handling, company will adapt good housekeeping technology to entire shed. To avoid

any leakage or spillage of chemicals from all storage tanks, third party will inspects transfer

lines, valves, fittings and every joint periodically.

2.5.4 Transportation

All the necessary precautions will be taken while carrying out transport of the above materials as

per the Hazardous Rules of transportation. The vehicles for transportation of raw materials and

products will be parked at specified loading facilities where there will be a provision of fire

extinguishers. The finished product will be transported by road, rail and ship route.

2.5.5 Infrastructural Facilities

The total available area for proposed project is 10060 m2 and unit proposes to develop Green

Belt area 3096 m2 of total area of plot.

Power requirement for the proposed project will be taken from Paschim Gujarat Vij Corporation

Ltd. (PGVCL) in tune of 300 HP.

Industry is nearer National Highway – 8A (0.1 Km)



2.6 The detailed Area break up for proposed unit

The detailed Area break up for proposed unit is shown in Table 2.4

Table 2.4 Area Break up for proposed unit

Sr.

No.Details Area, m2 %

1 Built – Up Area 4216 41.902 Green Belt 3096 30.773 Open/ Road Area 2748 27.33

Total Plot Area 10060 100


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2.7 DETAILS of Plant and Machineries

For the production of various products various plants and machineries will berequired The details of equipments are as mentioned in table 2 5

Table 2.5 Equipments required for Resin, Hexamine & Formaldehyde plant

SN Name of Machinery Capacity No. of Units

1 Small Industrial Boiler 1 MT hr 1

2 D G Set 300 KVA 1

3 M F Reaction Vessel 6 KL 2

4 U F Reaction Vessel 15 KL 1

5 Dryer 1 5 MT 2

6 Hexamine Reactor Crystallizer 15 KL 1

7 Formaldehyde Reactor Shell tube 2 5 MT hr 1

8 Cooling tower 250 TR 1

9 Chilling Plant 15 TR 1

Note: The project would draw electricity from Paschim Gujarat Vij Corporation Ltd. to

the tune of 300 HP.



2.8 Requirement of Resources

2.8.1 Fuel Requirement

The unit proposes to use Coal / White Coal as fuel for Boiler. The requirement will be 2.314

MT/Day.

2.8.2 Energy Requirement

Total Energy requirement for the proposed project will be estimated as 300 HP, which will be

fulfilled from the Paschim Gujarat Vij Corporation Ltd.

Table 2 6 Employment Detail

PParticular No of personsResidential employees 20

Non Residential employees 10Total 30

2.9 Environmental Pollution and Control Measures

2.9.1 Water Pollution

Water Consumption

The water requirement of the unit will be satisfied through Bore well. The Industrial water

consumption for proposed plant will be 64 KL/Day (Fresh water: 57.3 KL/D, Reuse water: 6.7

KL/D), which will be used for various industrial purpose. In it, Domestic water consumption for

proposed unit will be 2.35 KL/Day. The unit will develop Green Belt Area within the industrial

premises hence the water requirement for gardening purpose will be 8 KL/day. So therefore, the

total water requirement will be 65.45 KL/ Day.

Waste Water Generation

The total Waste water Generation will be 6.65 KL/ Day. In this the domestic waste water will be

2.2 KL/Day and it will go to soak pit through septic tank. Waste Water will be generated from

Cooling reject, Boiler blowdown and R.O Reject will be about 6.65 KL/day from manufacturing



process. This will be treated in the Multi Effect Evaporator. Treated water will be reused in

process. Thus industry will maintain ZERO DISCHARGE.

The Category wise details of water consumption and wastewater generation are shown in Table

2.7 and in Fig. 2.6.

Table 2 7 Water consumption and Waste water Generation details

No SourceWater

ConsumptionKL Day

Waste WaterGeneration

KL Day1 Domestic 2 35 2 2

2 Gardening8

Fresh 5 8 Re use2 2

Nil

3 Industriala R O 49 5

b Cooling 14 1 4c Steam Boiler 1 0 25

Industrial Water ConsumptionWaste Water Generation

64Fresh 57 3Reuse 6 7

6 65

Total Water Consumption WasteWater Generation

65 45 8 85


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Waste Water Management System Proposed Effluent Treatment PlantEffluent Treatment Plant

Process:

• Industrial wastewater generated due to Reverse manufacturing process, cooling andboiler blowdown will be collected in Primary Collection tank and equalized the effluentto make homogeneous mixture.

Then this effluent will be sent to Multi Effect Evaporator.

The condensed water will be reused in the process.

Fig. 2.7 Flow Diagram of ETP



Table 2.8 Capacity of ETP units

Sr. No. Name of the units Volume Lit. No. of Unit

1 Collection Tank 10000 2

2 Multi Effect Evaporator 600 L/Hr 1

2 10 Air Pollution

The main source of gaseous emission is flue gas emission from stack attached toBoiler and D G Set There will be negligible chance of fugitive emission due tohandling and storage of raw material

2 10 1 Flue Gas Emission

The stack attached to Boiler and D G Set will be the main source of flue gasemission The details of the same are given here in Table 2 9



Table 2 9 Flue Gas stacks details

NoStackattached

toFuel used

StackHeig

ht

Expected

pollutan

t

Qualityof

pollutant

APCSyste

m

1 Boiler1 MT Hour

Coal WhiteCoal2 314

MT Day

30 MeterSPMSO2

NOX As perGPCBNorms

Multicyclone DustCollect

or

2 D G Set300 KVA

HSD 35 LiterHour 6 0 Meter HC

CO

Note D G Set will be only used when power failure

Stack height will be provided as per GPCB guidelines for the proper dispersion ofpollutants into the atmosphere The unit will provide Multi Clone Dust Collectorwith Boiler as an air pollution control measures to control the emission ofparticulate matter the flue gas emission will remain well within gaseousemission norms prescribed by the GPCB CPCB The technical specifications ofproposed Multi cyclone Dust Collector are given in Table 2 10



Table 2 10 Technical Details of MDC Multi Cyclone Dust Collector

Type of Source Steam Boiler package wet backHeating Capacity 1 MT Hr

Fuel used in steam boiler Bio Coal CoalTemperature at Inlet 235 oC

Specific Gravity of Dust 1 29Input Dust Load 8 kg 24 hr

Efficiency 78Pressure Drop 106 mm WC

No Size of Cylinder 5 nosNo of Ash Discharge Cone 1 no

Ash Discharge Air Lock Rotary Valve

2 10 3 Fugitive Emission

The chance of fugitive emission within premises is mainly due to storage, handling and

loading, unloading of raw materials.

Other sources of fugitive emission are as follows:

Leaks from pressurized process equipment generally occur through valves, pipe

connection, mechanical seals or related equipment.

Proposed measures to control fugitive emission:

To minimize & control leaks at process facilities operators carry out regular leak detection

test and repair activities. Routine inspections of process equipment with gas detectors can

be used to identify leaks & estimate the leak rate in order to decide an appropriate

corrective action. Proper routine maintenance of equipment reduces the likelihood of leaks.

Formaldehyde will be transferred through the closed vessel system. Only caustic will be

transferred manually. But it is in very less quantity. In that case the industry will provide

mask and safety material for that.

As per GFR, industry will carry out monitoring the ambient air quality twice in a year.



2 11 Hazardous solid waste Generation

The Solid waste Hazardous waste will be discarded containers and ETP sludgeThe details of hazardous waste generation and handling Management aregiven in Table 2 11

Table 2 11 Solid Waste Hazardous Wastedetails

No Description Category Quantity Mode of Disposal

1 Used Oil 5 125 Litre

Month

Collection storage and used withinpremises as a lubricant sold to

registered recycler

2Discarded

Plastic bags33 3

6940Nos Month

Collection storage sell to authorizedvendor

3 ETP Sludge 34 316 25

MT MonthCollection storage disposed at

TSDF site

2 12 Noise Pollution

One of the potential pollutants Noise is an unwanted and excessive sound whichis harmful to health and diminishes the quality of life

The major source of noise pollution will be DG Set and the ancillary sources willbe manufacturing process within premises and transportation within and outsidethe premises



2 13 Cleaner Production



MM/s. T. R. Associates 3.1.1

3.0 DESCRIPTION OF ENVIRONMENT

3.1 AIR ENVIRONMENT

Clean air is essential to our health and to the environment. But since the industrial

revolution, the quality of the air we breathe has deteriorated considerably - mainly as a

result of human activities. Rising industrial and energy production, the burning of fossil

fuels and the dramatic rise in traffic on our roads all contribute to air pollution in our

towns and cities which, in turn, can lead to serious problems for both health and the

environment.

An air quality assessment is a required component of the Application for an Environmental

Assessment Certificate (Application) for submission to the Ministry of Environment and

Forest (MoEF), with the objective to develop the Expansion of Chlorinated Paraffin Project.

A thorough understanding of baseline air quality is a prerequisite to the air quality

environmental assessment (EA).

The baseline refers to the collective level of air contaminants contained in the larger air

shed, rather than local measurements. These contaminants may arise from natural or

anthropogenic (manufactured) sources. Understanding the appropriate background

concentration of air pollutants is critical in assessing overall (cumulative) air quality, which

incorporates background values and adds the predicted incremental increase from the

Project emission sources.

Availability of reliable, public domain air quality data covering remote areas of central and

surroundings allow the determination of the most likely baseline concentrations of

relevant air contaminants near the Project. Several databases were identified and analyzed

by T.R. Associates using such references as the number of monitored criteria of CPCB,

instrumentation, location, the monitoring period, and the relevance to the Project with

respect to level of development. The final selection was narrowed to the following data

Meteorological conditions on synoptic scale

Topography of the study area

Representation of regional background levels

Representation of plant site



Representation of cross sectional distribution in the downward direction

Influence of the existing sources if any, are to be kept at minimum

Inclusion of major distinct villages to collect the baseline status

3.1.1 Micrometeorological Data

Micro-meteorological data within the project area during the air quality survey period is an

indispensable part of air pollution study. The meteorological data recorded during survey

period is very useful for proper interpretation of the baseline information as well as serves

as an input, to predictive models for air quality impacts.

To understand meteorological scenario primary generated and secondary data collected.

This data is used in the interpretation of wind scenario. The data collected from the both

sources are summarized as follows

Meteorological

data

Primary data: Parameters like Wind speed and its direction,

Temperature, Humidity and Rainfall collected and computed to

hourly results using Automatic Weather Station (90 days) near to

the plant site at >10m height.

Secondary data

A. Secondary data has been collected from the nearest IMD source

(Rajkot) for November 2012 to January 2013 for temperature,

Humidity, Rainfall, wind speed and direction.

3.1.1.1 Meteorological Data (Secondary Data)

As per the historical data (IMD), collected at (Rajkot for 3 months November 2012 to

January 2013), the daily maximum temperature recorded in the month of December 2012

(34.80C) and the daily minimum temperature was recorded in the month of January 2013

(7.7oC). Similarly the maximum humidity levels were recorded in the month of November,

December & January 2013 (100%) and the minimum humidity levels recorded in the

month of January 2013 (8 %). The maximum mean wind speed (8.75 km/hr) was recorded



in the month of January 2013 where the minimum mean wind speed (6.5 km/hr) in the

month of November 2012.

Table No 3.1.1 Monthly Mean values of Meteorological Data for 3 Month (Secondary Data)

Month Air Temperature .c Humidity % Mean Wind

Speed kmph Max. Min. Max. Min.

November

2012 34.5 15.1 100 16 6.5

December

2012 34.8 9.7 100 11 8.25

January

2013 32.8 7.7 100 08 8.75

Source: As per IMD, Rajkot 3 Months Data



Fig. 3.1.1 Meteorological Wind Rose Diagram for November 2012 to January 2013 (Secondary data)

3.1.1.2 Meteorology – Data generated at plant site (Primary data)

Meteorology of the study zones plays an important role in the study of air pollution.

Micrometeorological conditions at the proposed project site regulate the dispersion and

dilution of air pollutants in the atmosphere. For this purpose a weather station was

installed near the plant site for three months (November 2013 to January 2014) and

recorded hourly observations for the parameters like Maximum and minimum

Temperatures (ºC), Relative Humidity (%), Wind Speed (km/hr), Wind direction and

Rainfall mm.

Meteorological conditions, of the site, regulates the transport and diffusion of air-pollutants

released into the atmosphere. Ambient temperature, wind speed, wind direction and

atmospheric stability are called primary or basic Meteorological Parameters because the



dispersion and diffusion of pollutants depend mainly on these Parameters. Humidity,

precipitation, pressure and visibility are secondary Meteorological Parameters as this

control the dispersion of the pollutants indirectly by affecting primary Parameters.

Table No 3.1.2 Monthly Mean values of Meteorological Data for 3 Month (Primary Data)

Month Air Temperature .c Humidity % Mean Wind

Speed kmph Max. Min. Max. Min.

November

2013 33 19 81 28 6.17

December

2013 33 19 73 28 6.78

January

2014 29 10 100 20 8.96

The hourly-recorded observations (wind velocity and wind directions) during 12 weeks

study period are shown in Annexure - A and they used in computing percentage

frequencies and are depicted in the form of ‘wind roses’ in Fig. 3.1.2.



Fig. 3.1.2 Meteorological Wind Rose Diagram for November 2013 to January 2014 (Primary data)

3.1.2 Selection of AAQ stations

A network of seven ambient air-sampling locations has been selected for assessment of the

existing status of air environment within the study zone. The heights of the sampling

locations were kept between 3 to 6 m in all the locations. After reconnaissance of the area

and observing the topographical features and review of the available meteorological data

and local conditions the sampling sites were chosen which will be the representative of the

local areas under study.



3.1.3 Existing AAQ (Pre-project) status

Ambient levels of pollutants such as PM10, PM2.5, SO2, NOX, CO, HCl, Cl2 and VOC are selected

for the sampling. The methodology of sampling and analysis in detail is given in the

following tables.

Table No 3.1.3 Air – Parameters analyzed and sampling duration

Attribute Parameter Frequency of Monitoring

AAQ

PM10, PM2.5, SO2,

NOx, CO, HCl, Cl2

and VOC at 7

locations

24 hr sampling for PM10, PM2.5, SO2, HCl, Cl2 and NOx

Sampling height varies between 3-6 m above ground

level.

Met. Data

Wind speed,

Direction,

Temperature, RH,

Solar radiation at

one center location

Primary data: Hourly data collected at site using AWS

Secondary data: Available 3 months data obtained

from IMD Rajkot-2012-2013.



Table No 3.1.4 Ambient Air Quality - Methodology

Pollutant Method of analysis Va

riab

les

Dus

t PM10 Particulate Matter 10 IS 5182 (Part 23) (RA 2006)

PM2.5 Respirable Suspended Particulate Matter

STP No. TRA/STP/AA/02 Based on manual instrument manufactures.

Gase

s

SO2 Sulfur dioxide IS 5182 (Part 2): 2001 (RA 2002)

NOx Nitrous Oxides IS 5182 (Part 6): 2006 (RA 2002)

HC Non Methyl Hydrocarbon IS 5182 (Part 10): 2006

VOC VOC IS 5182 (Part 11): 2006

Various statistical parameters like standard deviation, geometric mean, minimum;

maximum concentrations and different percentiles have been computed from the data

generated during sampling in all sampling stations (Tables 3.1.5 to 3.1.9).



Fig. 3.1.3 Map showing Ambient Air Quality locations

A1 A7

A6

A5 A4

A2

A3



Table No 3.1.4 (a) Ambient Air Quality sampling site

*= indicate the down wind Direction

Table 3.1.5 Ambient Air Quality Monitoring Results

Name of the pollutant: Particulate Matter (PM10)

All the following results are expressed in μg/m3

No. Location Min. Percentile

Max. AM SD GM 35th 50th 85th 98th

1 Project site 63.2 72.4 72.9 75.7 78.8 79.8 73.2 3.1 73.1

2 Nava Jambudiya 67.2 71.6 72.4 75.6 77.1 77.2 72.5 2.6 72.4

3 Juna Jambudiya 67.2 71.6 72.4 76.0 78.7 80.2 72.8 3.2 72.7

4 Rafaleshwar 67.4 71.9 71.9 75.7 78.6 79.8 72.5 3.0 72.4

5 Jodhpar 64.5 71.9 72.8 77.2 77.7 77.7 73.6 3.5 73.5

6 Bhadiyad 68.6 72.4 72.6 76.1 77.2 77.7 73.3 2.4 73.3

7 Paneli 63.2 71.9 72.5 76.1 80.1 80.3 73.0 3.6 72.9


Name of the pollutant: Particulate Matter (PM2.5)


Code Air Location Distance in km

Direction

A1 Project site - -

*A2 Nava Jambudiya 0.85 NW

*A3 Juna Jambudiya 1.25 SE

A4 Rafaleshwar 1.44 S

A5 Jodhpar 3 SW

A6 Bhadiyad 4.33 NW

A7 Paneli 4.3 E





1 Project site

33.8 38.6 39.0 43.0 44.1 44.7 39.7 3.1 39.6

2 Nava Jambudiya 34.5 38.7 39.0 42.2 42.9 43.0 39.7 2.2 39.7

3 Juna Jambudiya 33.8 40.5 42.2 43.1 44.2 44.4 40.9 2.8 40.8

4 Rafaleshwar 34.8 38.7 42.0 42.9 43.3 43.5 40.5 2.5 40.4

5 Jodhpar 30.1 38.9 42.2 43.2 43.3 43.3 40.5 3.3 40.3

6 Bhadiyad 33.5 38.6 41.2 43.0 43.5 43.7 40.2 3.1 40.0

7 Paneli 33.6 38.5 38.9 43.0 43.6 44.0 39.7 3.3 39.6


Name of the pollutant: SO2




1 Project site 9.5 12.7 14.0 15.5 17.1 17.1 13.6 2.0 13.4

2 Nava Jambudiya 9.4 12.7 13.6 15.1 18.7 20.7 13.5 2.4 13.3

3 Juna Jambudiya 8.1 13.0 13.6 15.3 15.6 15.6 13.3 1.9 13.1

4 Rafaleshwar 8.5 13.4 14.0 15.1 18.8 19.1 13.9 2.1 13.7

5 Jodhpar 10.2 12.9 13.4 14.8 18.3 20.7 13.6 2.0 13.5

6 Bhadiyad 11.4 13.1 13.8 15.4 18.4 20.7 13.9 2.0 13.8

7 Paneli 8.1 12.7 13.1 14.6 15.2 15.3 12.9 1.8 12.8




Name of the pollutant: Nitrous Oxides (NOx)




1 Project site 16.1 21.5 23.9 25.5 26.5 26.8 22.8 2.8 22.6

2 Nava Jambudiya 17.2 21.6 21.9 23.3 24.8 25.5 21.6 2.0 21.6

3 Juna Jambudiya 17.9 20.8 21.9 24.6 26.9 28.0 22.2 2.5 22.0

4 Rafaleshwar 16.2 21.2 22.5 24.9 25.9 25.9 22.2 2.6 22.0

5 Jodhpar 18.8 21.4 21.9 23.7 28.8 30.7 22.3 2.5 22.2

6 Bhadiyad 17.9 20.9 21.5 23.1 27.8 30.7 21.8 2.4 21.7

7 Paneli 14.4 21.3 22.4 23.5 24.5 24.7 21.6 2.4 21.4

VOC and HC were not detected in ambient air.

3.1.4 Results and Discussion

The maximum concentrations are recorded at Paneli with PM10 of 80.3 g/m3 respectively.

The maximum concentrations are recorded at Project Site with PM2.5 of 44.7 g/m3

respectively.

The maximum concentrations of SO2 found at the Nava Jambudiya, Jodhpar and Bhadiyad

with 20.7 g/m3 respectively.

Similarly the maximum concentration of NOx found at Jodhpar and Bhadiyad village with

30.7 g/m3. All the above results are found well within the prescribed limits of National

Ambient Air Quality standards.

Volatile organic compounds, Hydrochloric acid and Chlorine were found to be below

detectable limits or not detected.



3.2 NOISE ENVIRONMENT

The word noise arose from the Latin word ‘nauseas’, it is a loud outcry or commotion that

is unpleasant, unexpected, or undesired with various frequencies over the audible range

due to the regular activities of the Mankind primarily Noise pollution (or environmental

noise) is displeasing human, animal or machine-created sound that disrupts the activity or

balance of humans or animals life. The source of most outdoor noise worldwide is mainly

evolved from Industries, constructions and transportation systems, including motor vehicle

noise, aircraft noise and rail noise, poor urban planning may give rise to noise pollution.

Noise can be defined as an unwanted sound. It interferes with speech and hearing and is

intense enough to damage hearing or is otherwise annoying. The definition of noise as

unwanted sound implies that it has an adverse effect on human beings and their

environment. Noise can also disturb natural wildlife and ecological system.

Industrial Noise resulting to noise pollution has many reasons such as industries being

close to human habitats which prevent the noise from decaying before it reaches human

ear. A determination is made of the micro scale impact by predicting anticipated noise

levels for each alternative during both construction and operational phases. Predicted

noise levels are compared with applicable standards or criteria in order to assess the

impact.

Sound is mechanical energy from a vibrating surface, transmitted by cyclic series of

compression and rarefaction of molecules of the materials through which it passes. Sound

can be transmitted through gases, liquids and solids. The number of compressions and

refractions of the air molecules in the unit of time is described as its frequency.

Frequency is expressed in hertz (Hz), which is the same as the number of cycles per second.

The physical description of sound concerns its loudness as a function of frequency. Noise in

general sound which comprises of many frequency components with different variations in

loudness over the audible frequency range.

Various noise scales have been introduced to describe, a single number, the response of an

average human to a complex sound made up of various frequencies at different loud levels,

the response of the human ear to sound is dependent on the frequency of the sound and



this has led to the concept of weighting scales. In the "A-weighting" scale, the sound

pressure levels for the lower frequencies and higher frequencies are reduced by certain

amounts before they are being combined together to give one single sound pressure level

value. This value is designated as dB (A). The dB (A) is often used as it reflects more

accurately the frequency response of the human ear. A perceived loud noise has a high dB

or dB (A) value and a soft noise has a low one. The human ear has peak response around

2,500 to 3,000 Hz and has a relatively low response at low frequencies.

3.2.1 Impact Assessment of Noise Environment

The environmental impact assessment of noise for the proposed project was carried out by

taking various factors into consideration like potential physiological responses, annoyance

and general community responses and also taking all the factors mentioned in the above

lines in to considerations the existing status of noise levels within the Study zone, which is

a primary requirement for impact assessment studies has been undertaken for the

monitoring of baseline noise levels.

3.2.2 Existing Noise Levels

Pre-project noise levels have been monitored at different points within the study zone and

on the spot measurement device manufactured by LUTRON SL4001 was used for this

purpose. Keeping in view of various local activities such as residential and Industrial

activities 7 noise level measurement locations were identified and the sites are depicted in

the Fig. 3.2.1



Fig. 3.2.1 Map Showing Noise Sampling Locations

N1 N7

N6

N5 N4

N2

N3



3.2.3 Methodology of Noise measurement

For Noise levels measured over a given period of time interval, it is possible to describe

important features of noise using statistical quantities. This is calculated using the percent

of the time as certain noise levels are exceeding the time interval. The notations for the

statistical quantities of noise level are given below

L10 is the noise level exceeded 10% of the time.

L50 is the noise level exceeded 50% of the time and

L90 is the noise level exceeded 90% of the time

Equivalent Sound Pressure Level (Leq)

The Leq is the equivalent continuous sound level, which is equivalent to the same sound

energy as the actual fluctuating sound measured in the same period. This is necessary

because sound from noise source often fluctuates widely during a given period of time.

This is calculated from the following equation

Leq=L50+(L10–L90)2/60

Code Air Location Distance in km Direction

N1 Project site - -

N2 Nava Jambudiya 0.85 NW

N3 Juna Jambudiya 1.25 SE

N4 Rafaleshwar 1.44 S

N5 Jodhpar 3 SW

N6 Bhadiyad 4.33 NW

N7 Paneli 4.3 E



Lday is defined as the equivalent noise level measured over a period of time during day (6

am to 10 pm). Lnight is defined as the equivalent noise level measured over a period of time

during night (10 pm. 6 am).

A noise rating developed by Environment Protection Agency, USEPA for specification of

community noise from all the sources is Day-Night Sound Level, (Ldn).

Hourly noise recorded data and Lday values (15 hours) Lnight (9 hours) and Ldn (24 hours)

are computed and tabulated.

Day–Night Sound levels (Ldn)

The noise rating developed for community noise from all sources is the Day-Night Sound

Level, (Ldn). It is similar to a 24 hr equivalent sound level except that during nighttime

period (10 pm to 6 am) A 10 dB (A) weighting penalty is added to the instantaneous sound

level before computing the 24 hr average.

This is time penalty is added to account for the fact that noise during night when people

usually sleep is judged as more annoying than the same noise during the daytime.

The Ldn for a given location in a community may be calculated from the hourly

Leq’S, by the following equation.

Ldn = 10 log {1/24 [15(10 Ld/10) + 9 (10 9Ln + 10 ) /10 ) ] }

Where Ld is the equivalent sound level during the day time (6 am to 10 pm) and Ln is the

equivalent sound level during the night time (10 pm to 6 am).

The statistical analysis is done for measured noise levels at 7 locations

3.2.4 Data Analysis

Sound levels will be recorded according to IS: 9989:1991. The recorded sound levels are

given in Table.3.2.1. Out of all the7 locations measured for noise levels, the sound levels

recorded at project site area is found to be 62.1 dB(A). Recorded Noise levels are found to

be within the standard limits.



Table 3.2.1 Hourly Noise data (Day and Night timings in Leq dB (A))

Site code N-1 N-2 N-3 N-4 N-5 N-6 N-7

Hours

06:00 - 07:00 56.1 43.2 46.5 58.1 56.3 42.8 51.7

07:00 - 08:00 49.2 45.2 58.9 43.8 60.4 55.2 62.2

08:00 - 09:00 62.1 55.8 42.5 49.9 61 71.3 42.5

09:00 - 10:00 43.8 34.8 55.1 51 46.1 58.5 65.8

10:00 - 11:00 51.2 30.8 58.3 56 59.3 40.2 40.3

11:00 - 12:00 52.8 47.9 41.9 43.5 65.5 54.3 58.9

12:00 - 13:00 60.2 35.2 46.5 67.8 62.2 40.5 51.3

13:00 - 14:00 58.8 52.5 55.8 52.8 40.5 61.4 37.8

14:00 - 15:00 45.9 46.3 62.3 58.3 60 52.2 71

15:00 - 16:00 57.6 43.9 69.4 35.8 52.8 43.2 46.3

16:00 - 17:00 57.1 36.4 60.2 56.4 45.3 72.1 58.8

17:00 - 18:00 60.8 52.2 67.2 70.5 67.9 41.2 40.2

18:00 - 19:00 44.4 40.9 40.2 40.3 45.2 59.8 49.3

19:00 - 20:00 51.3 58.8 67 63.2 35.9 51.2 54.3

20:00 - 21:00 60.8 47.3 54.4 43.4 49.2 40.3 71.8

21:00 - 22:00 55.2 55.3 30.8 49.8 68.5 68 55.3

Minimum 43.8 30.8 30.8 35.8 35.9 40.2 37.8

Maximum 62.1 58.8 69.4 70.5 68.5 72.1 71.8

Day eq. 52.95 44.8 50.1 53.15 52.2 56.15 54.8

Day Limits 75 55 55 55 55 55 55

Sampling 01/11/2013 01/11/2013 02/11/2013 02/11/2013 05/11/2013 05/11/2013 06/11/2013



date

22:00 - 23:00 43.3 48.2 47.3 53.2 43.8 43.5 41.8

23:00 - 24:00 36.4 44.1 41.1 48.1 35.5 47.1 39.2

24:00 - 01:00 49.7 33.1 39.3 42.6 45.3 47.5 51.8

01:00 - 02:00 46.9 55.3 48.5 51.2 42.5 40.7 56.3

02:00 - 03:00 57.8 46.8 43.8 45.3 50.9 41.9 54.5

03:00 - 04:00 32.5 51.5 49.1 49.8 31.9 60.3 52.2

04:00 - 05:00 33.6 38.2 42.3 49.1 35.2 35.6 47.3

05:00 - 06:00 51.3 42.7 46.1 47.1 48.7 53.4 52.8

Minimum 32.5 33.1 39.3 42.6 31.9 35.6 39.2

Maximum 57.8 55.3 49.1 53.2 50.9 60.3 56.3

Night eq. 45.15 44.2 44.2 47.9 41.4 47.95 47.75

Limits 70 45 45 45 45 45 45

D/n eq 1.17 1.01 1.13 1.11 1.26 1.17 1.15

Sampling

date 01/11/2013 01/11/2013 02/11/2013 02/11/2013 05/11/2013 05/11/2013 06/11/2013

Area type Project site Residential Residential Residential Residential Residential Residential

Codes Station Name Codes Station Name

N-1 Project site N-5 Jodhpar

N-2 Nava Jambudiya N-6 Bhadiyad

N-3 Juna Jambudiya N-7 Paneli

N-4 Rafaleshwar


MM/s. T.R.Associates 3.3.1

3.3 WATER ENVIRONMENT

Water is the most vital resource for all kinds of life. It should not only be available in

sufficient quantity but should be of good quality as well. Defilement of water, as a result of

human activities, industrial activities and consequent pollution of water, cause

deterioration of the water environment.

Studies on Water Environment aspects of ecosystem is important for Environmental

Impact Assessment to identify sensitive issues and take appropriate action by maintaining

‘ecological homeostasis’ in the early stages of development of the project. The objective of

this report is to define the present environment in which the proposed action is to occur, to

evaluate all possible eventualities, to ensure that all negative impacts are minimized, and to

demonstrate that proposed project has been appropriately announced to all interested

parties so that their concerns can be considered.

Water quality studies have been carried out in the study area to understand the availability

of water resources, possibility of water contamination and existing water quality.

3.3.1 Water Quality Water of high quality is essential to human life, and water of acceptable quality is essential

for agricultural, industrial, domestic and commercial uses; in addition, most recreation is

water based; therefore, major activities having potential effects on surface water are

certain to be of appreciable concern to the consumers.

3.3.1.1 Sample collection and analysis

The water resources in the study area may be classified into two major categories like

Surface and ground water sources.

Water samples were collected at 9 locations, out of which 2 samples was selected from

surface sources and 7 samples selected from ground water sources for physico-chemical

and biological studies. Parameters like pH, Temperature and DO collected at the time of

sampling. For other parameter analysis the samples were preserved as per the

recommended techniques for various elemental determinations as per `IS: 3025 (part I)

1987’ and brought to the Head laboratory situated at New Delhi. These parameters were

analyzed as per the procedures specified in ‘Standard Methods for Examination of Water



and Wastewater’ published by American Public Health Association (APHA). Ground water

samples results were compared with IS: 10500 specification and surface water samples

results were compared with CPCB standards.

Fig. 3.3.1 Map showing Water Quality Locations

GW1 GW7

GW6

GW5 GW4

GW2

GW3

SW2

SW1



Code Water Locations Direction

GW1 Project site -

GW 2 Nava Jambudiya NW

GW 3 Juna Jambudiya SE

GW 4 Rafaleshwar S

GW 5 Jodhpar SW

GW 6 Bhadiyad NW

GW 7 Paneli E

SW 1 Macchu River SW SW 2 Paneli Lake NE

3.3.1.2 Method of Water Sampling

The following procedures were used while sampling

Washing the bottles/cans with distilled water prior to the sampling

Before collection of water the bottles/cans are again washed 2-3 times with the

same water

For surface water, Bottles were lowered to a minimum depth of 30 cm below

water surface

At each point Different sets of water samples were collected so as cover all the

parameters

Meticulous attention is taken in proper numbering at the site

Sterilized bottles were used for the samples that are to be analyzed for bacteria

Civil supply water pipeline taps are sterilized before collection for

bacteriological analysis

Parameters like pH, conductivity and temperature were analyzed in the field

conditions and the results were reconfirmed after getting to the laboratory.

DO is fixed and titrated in the field itself.



Appropriate preservatives are added, depending upon the elements to be

analyzed and marked accordingly (IS: 3025 (part I) 1987)

All the water samples collected in the ice box, were immediately transported to

the laboratory and free zed at <5oC analysis

Field observations were noted in the field notebook

As far as possible photographs were taken in almost all sampling points

All the parameters have been analysed as per APHA, 20th edition & IS: 3025.

3.3.1.3 Data Analysis

The physicochemical and biological analysis of the collected sample results are given in

Table 3.3.1.

The pH of the ground water samples varying from 7.01 to 7.62 indicating basic nature.

Hardness, alkalinity, chlorides, sulfates are found to be below the prescribed limits.

However sulfates are found to be lower than the required limits. No carbonates were

detected in all the samples. Ground and surface water results are given Table No. 3.3.1 &

3.3.2.

3.3.1.4 Impacts

No significant impact is anticipated on ground water depletion because the water

requirement is met from bore well. The water procured from bore well will be recycled and

zero discharge.

3.3.2 Conclusions

All the parameters for the Ground Water are found to be within the limits.



Table 3.3.1 Water Quality - Physico-chemical Analysis of Ground Water

Note: Permissible Limit is applicable in the absence of Alternate source

B.D.L=Below Detection Limit, D.L. = Detection Limit

Sr.

NO.

Test Parameters Result IS : 10500

Sample Code & Location Units Site 1 Project Site

Site 2 Nava

Jambudiya

Site 3 Juna

Jambudiya

Site 4 Rafaleshwa

r

Site 5 Jodhpar

Site 6 Bhadiyad

Site 7 Paneli

Desirabl

e

Permissib

le

1 Colour Hazen 3.5 1.0 5.5 4.0 3.0 6.0 3.0 5 25 2 Odour -- Unobj. Unobj. Unobj. Unobj. Unobj. Unobj. Unobj. Unobj. Unobj. 3 Taste -- Agr. Agr. Agr. Agr. Agr. Agr. Agr. Agr. Agr. 4 Turbidity NTU 1.3 <1.0 1.8 1.5 1.0 2.0 1.2 5 10 5 pH value -- 7.27 7.15 7.62 7.01 7.25 7.56 7.22 6.5 to 8.5 6.5 to 8.5 6 Total Hardness (as CaCO3) mg/l 215 247 198 234 195 256 390 300 600 7 Calcium Hardness mg/l 141 156 129 145 138 159 0.18 NS NS 8 Magnesium Hardness mg/l 74 91 69 89 57 97 560 NS NS 9 Calcium (as Ca) mg/l 67.6 74.8 61.9 69.6 66.2 76.3 <0.05 75 200

10 Magnesium (as Mg) mg/l 17.9 22.1 16.7 21.6 13.8 23.5 1620 30 100 11 Chlorides (as Cl) mg/l 235 188 246 184 292 168 208 250 1000 12 Iron (as Fe) mg/l 0.22 0.31 0.18 0.17 0.28 0.11 0.20 0.3 1.0 13 Dissolved solids(TDS) mg/l 745 642 786 629 814 619 718 500 2000 14 TSS mg/l 10 8 12 11 10 12 10 NS NS

15 Copper (as Cu) mg/l B.D.L (DL=0.04)

B.D.L (DL=0.04)

B.D.L (DL=0.04)

B.D.L (DL=0.04)

B.D.L (DL=0.04)

B.D.L (DL=0.04)

B.D.L (DL=0.04) 0.05 1.5

16 Manganese (as Mn) mg/l B.D.L (DL=0.02)

B.D.L (DL=0.02)

B.D.L (DL=0.02)

B.D.L (DL=0.02)

B.D.L (DL=0.02)

B.D.L (DL=0.02)

B.D.L (DL=0.02) 0.10 0.3

17 Sulfate (as SO4) mg/l 72 65 84 78 59 64 76 200 400 18 Nitrate (as NO3) mg/l 2.1 1.5 1.7 2.6 1.3 1.0 2.5 45 100 19 Fluoride (as F) mg/l 0.35 0.63 0.39 0.46 0.51 0.48 0.36 1.0 1.5

20 Phenolic Compounds mg/l B.D.L (DL=0.1)

B.D.L (DL=0.1)

B.D.L (DL=0.1)

B.D.L (DL=0.1)

B.D.L (DL=0.1)

B.D.L (DL=0.1)

B.D.L (DL=0.1) 0.001 0.002

21 Mercury (as Hg) mg/l B.D.L

(DL=0.0005)

B.D.L (DL=0.0005

)

B.D.L (DL=0.0005)

B.D.L (DL=0.0005

)

B.D.L (DL=0.0005

)

B.D.L (DL=0.0005

)

B.D.L (DL=0.0005

) 0.001 0.001

22 Cadmium (as Cd) mg/l B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005) 0.01 0.01

23 Selenium (as Se) mg/l B.D.L (DL=0.001)

B.D.L (DL=0.001)

B.D.L (DL=0.001)

B.D.L (DL=0.001)

B.D.L (DL=0.001)

B.D.L (DL=0.001)

B.D.L (DL=0.001) 0.01 0.01

24 Arsenic (as As) mg/l B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005) 0.05 0.05

25 Cyanide (as CN) mg/l B.D.L B.D.L B.D.L B.D.L B.D.L B.D.L B.D.L 0.05 0.05

26 Lead (as Pb) mg/l B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005)

B.D.L (DL=0.005) 0.05 0.05

27 Zinc (as Zn) mg/l 2.1 0.9 1.3 2.3 1.5 2.7 3.1 5 15

28 Anionic detergents (as MBAS) mg/l B.D.L

(DL=0.1) B.D.L

(DL=0.1) B.D.L

(DL=0.1) B.D.L

(DL=0.1) B.D.L

(DL=0.1) B.D.L

(DL=0.1) B.D.L

(DL=0.1) 0.2 1.0

29 Chromium (as Cr6+) mg/l B.D.L (DL=0.03)

B.D.L (DL=0.03)

B.D.L (DL=0.03)

B.D.L (DL=0.03)

B.D.L (DL=0.03)

B.D.L (DL=0.03)

B.D.L (DL=0.03) 0.05 0.05

30 Polynuclear Aromatic Hydro carbons g/lit

B.D.L (DL=0.0001

)

B.D.L (DL=0.0001

)

B.D.L (DL=0.0001)

B.D.L (DL=0.0001

)

B.D.L (DL=0.0001

)

B.D.L (DL=0.0001

)

B.D.L (DL=0.0001

) -- --

31 Mineral Oil mg/l B.D.L (DL=0.01)

B.D.L (DL=0.01)

B.D.L (DL=0.01)

B.D.L (DL=0.01)

B.D.L (DL=0.01)

B.D.L (DL=0.01)

B.D.L (DL=0.01) 0.01 0.03

32 Pesticides mg/l B.D.L

(DL=0.000025)

B.D.L (DL=0.0000

25)

B.D.L (DL=0.00002

5)

B.D.L (DL=0.0000

25)

B.D.L (DL=0.0000

25)

B.D.L (DL=0.0000

25)

B.D.L (DL=0.0000

25) Absent 0.001

33 Alkalinity mg/l 244 266 238 252 234 276 296 200 600

34 Aluminium (as Al) mg/l B.D.L (DL=0.01)

B.D.L (DL=0.01)

B.D.L (DL=0.01)

B.D.L (DL=0.01)

B.D.L (DL=0.01)

B.D.L (DL=0.01)

B.D.L (DL=0.01) 0.03 0.2

35 Boron mg/l B.D.L (DL=0.05)

B.D.L (DL=0.05)

B.D.L (DL=0.05)

B.D.L (DL=0.05)

B.D.L (DL=0.05)

B.D.L (DL=0.05)

B.D.L (DL=0.05) 1 5

36 Coliform MPN Absent Absent Absent Absent Absent Absent Absent Absent 10



Table 3.3.2 Water Quality - Physico-chemical Analysis of Surface Water

No. Characteristics Units SW – 1 Macchu River

SW -2 Paneli Lake

Tolerance Limits

1. Colour Hazen 29 25 300 2. pH -- 7.41 7.95 6.5-9.0 3. Conductivity mhos/cm 1168 1208 -- 4. DO mg/l 3.0 3.2 4 5. COD mgO2/l 71 51 - 6. BOD(3 days at 270C ) mgO2/l 24 16 3 7. TDS mg/l 964 1102 1500 8. Chlorides as Cl mg/l 282 439 600 9. Free Ammonia mg/l 0.48 0.2 -- 10. Total Hardness as

CaCO3 mg/l 351 294 300

11. Calcium as Ca++ mg/l 66.7 68.16 75 12. Magnesium as Mg++ mg/l 51.5 36.95 30 13. Sodium as Na mg/l 68 52 -- 14. Potassium as K mg/l 39 35 -- 15. Sulphate as SO4 mg/l 86 79 400 16. Nitrate as NO3 mg/l 3.5 2.6 50 17. Fluoride as F mg/l 0.5 0.4 1.5 18. Copper as Cu mg/l B.D.L(DL=0.04) B.D.L(DL=0.04) 1.5 19. Iron as Fe mg/l 1.3 2.1 50 20. Zinc as Zn mg/l 1.8 1.9 15 21. Boron as B mg/l B.D.L(DL=0.05) B.D.L(DL=0.05) 2 22. Arsenic as As mg/l B.D.L(DL=0.004) B.D.L(DL=0.004) 0.2 23. Lead as Pb mg/l B.D.L(DL=0.005) B.D.L(DL=0.005) 0.1 24. Pesticides g/l Absent Absent - 25. Sodium Adsorption

Ratio meq/l 1.51 1.26 26

26. Total Coliform MPN/100ml 117 87 5000 DL: Detectable limit ; BDL: Below Detectable Limit


M/s. T.R.Associates 3.4.1

3.4 LAND ENVIRONMENT

Studies on land and biological aspects of ecosystem are important for Environmental

Impact Assessment to identify sensitive issues and take appropriate action by maintaining ‘ecological Homeostasis in the early stages of development of the project. The objective of

this report is to define the present environment in which the proposed action is to occur, to

evaluate all the possible eventualities, to ensure that all negative impacts are minimized

and to demonstrate that the proposed project has been appropriately announce to all the

interested parties so that their concerns can be considered.

The Land Use/ Land Cover gives a detailed idea to understand how the land use for

proposed activity will affect the change in land use pattern, Status of vegetation & land

cover. The land use study also gives idea of necessary Planning of environment

conservation issues directly or indirectly associated with project area. The land use/ land

cover mapping of 5 km & 10 km radius area encompassing the project site was taken up by

using visual image interpretation of satellite image of goggle earth.

For this purpose baseline data (biotic and abiotic factors) has been studied around 10 km

radius of the project.

3.4.1 Methodology of sample collection and analysis

Soil

For soil quality analysis 7 sampling sites were chosen to understand physico-chemical and

biological status of the soil. The sampling sites are marked in Fig.3.4.1. This will establish

the baseline characteristics and will facilitate identifying the contamination if any due to

the proposed project.

Collection of soil samples and analysis

Disturbed soil samples were collected from the rotary cuttings and bailers and also from

split spoon samplers. Un-disturbed tube samples were collected using thin walled tubes.

Soil samples were collected such that structure and moisture content of the soil do not get

altered. In accordance with IS: 2720, split samples were carefully extracted from the

samplers.



Meticulous was paid to collect adequate amount of composite soil samples for analysis.

The samples were packed in dependable, waterproof containers and marking specified

accurately and distinctly. All the soil samples and core boxes were carefully transported to

the testing laboratory. All ‘Soil sampling and analysis’ will be followed and done by Indian Standard IS – 2720.

Parameters analyzed for soil samples were pH, EC, Texture, Heavy metals, Organic carbon,

porosity, Bulk density, Nitrogen, Potassium, Magnesium, sulphates etc.



Fig. 3.4.1 Map showing Soil Sampling Locations

S1 S7

S6

S5 S4

S2

S3



Code Water Locations Direction

S1 Project site -

S2 Nava Jambudiya NW

S3 Juna Jambudiya SE

S4 Rafaleshwar S

S5 Jodhpar SW

S6 Bhadiyad NW

S7 Paneli E

3.4.2 Soil Data Analysis

The pH of the soil extract varied from 6.9 to 7.8. In terms of soil pH the soil characteristics varied from ‘Slightly alkaline’ in nature. Organic carbon in soils ranged from 1.8 to 3.1

revealing the distribution more than sufficient. Nitrogen values ranged between 155 to 195

mg/kg. The Phosphorus levels ranged between 115 to 160 mg/kg indicating its presence is

less. Soil potassium varied from 35 to 60 mg/kg.

Table: 3.4.1 Physicochemical Parameters of the soil

Sr

No. Test Parameters

Result

Site 1 Project Site

Site 2 Nava jambudiya

Site 3 Juna jambudiya

Site 4 Rafaleshwar

Site 5 Jodhpar

Site 6 Bhadiyad

Site 7 Paneli

1.

2.

3.

4.

5.

6.



7.

8.

9.

10.

11.

3.4.3 Geo-Hydrological Features

3.4.3.1 Introduction:-

Repaid urban, industrial and Agricultural growth and its continuous expansion around

Morvi Town, has created problems related to water supply, Sewerage/ effluent disposal

leading to ground water depletion and pollution. The present report in corporate

hydrogeology and ground water scenario based on the scientific information with special

reference to Recharge Activity around Morvi town to envisage appropriate remedial

measures keeping environmental impact of Morvi development in view.

3.4.3.2 Geology:-

Around Morvi and Wankaner area Sandstone is exposed. The oldest rock formations

exposed in the area are sandstones & Shale of Jura- Cretaceous age. These sandstones area

overlain by Deccan traps basalts of upper cretaceous to lower Eocene age. The sandstone

belongs to sedimentary group of rocks. It occupies most of the area of SW Part of Morvi

district. The Sandstone is pinkish white to violet in colour and serves very good aquifer

sandstone exceeds 400 mts. in the thickness consisting of medium to coarse grained

sandstones intercalated with red, grey and black sheds with occasional thin coal strings.

Basalt formation is exposed on LHs of road Morvi to Halvad nr. Unchi Mandal

village. Many varieties of basaltic rock formation of upper cretaceous to Eocene Deccan

Traps are known to occur and a part from typical dark grey fine grained variety, layer of

amygdaloidal and prophyritic basalt are also common. It has no primary porosity & permeability but the fractures’, weathered zones, fissures, dyke, lineament present in it to

provide secondary porosity.



3.4.3.3 Land / Soil Characteristic :-

The soils are generally developed from sandstone and basalt formation and are coarse in

texture with satisfactory internal drainage. The sub soil condition below the existing

ground level are almost uniform in nature. Sub soil is composed of Clay mixed with little

fine grained silty sand, moram and Kankar with low resistivity due to clay and soil

moisture. The area is covered with recent to sub recent alluvial deposits comprising of

brownish clay mixed with little fine grained sand, silty sand. The Soil below ground level

consist of top silty low plastic soil layer having no swelling nature. Blackish brown to

yellowish brown clayey silt or sand silt layer extends to the depth of 2 to 3 mts.

3.4.3.4 Rain Fall:- The average annual rainfall (1980 to 1990) is 506 mm. (10 years) average rain fall of (1991

to 2000) 10 years is 438 mm and average rain fall of last 10 years is 701 mm contributed

mainly by Southwestern monsoon active from June to Mid September. Dependable Rainfall

is 660 mm.

Rainfall Data Rainfall Data in Descending Order

Sr.No. Year Rainfall in mm Year Rainfall in mm

1 1991 213 1994 1082

2 1992 460 2010 1048

3 1993 320 2006 989

4 1994 1082 2007 886

5 1995 423 2005 756

6 1996 417 2008 730

7 1997 596 2011 715

8 1998 468 2003 709

9 1999 229 2004 660

10 2000 245 1997 596



11 2001 428 1998 468

12 2002 332 2009 468

13 2003 709 1992 460

14 2004 660 2001 428

15 2005 756 1995 423

16 2006 989 1996 417

17 2007 886 2002 332

18 2008 730 1993 320

19 2009 468 2012 312

20 2010 1048 2000 245

21 2011 715 1999 229

22 2012 312 1991 213

Dependable Rainfall = N X P / 100 =22 X 40 /10 = 8.8

i.e. = 9th Year i.e. = 660 mm

3.4.3.5 District wise status of ground water Development in Gujarat (1997):-

Rajkot & Morvi District:-

1) Gross draft MCM :- 684.73

2) Total Recharge MCM :- 1230.24

3) Utilisable Recharge MCM :- 984.192

4) Stage of Development (%) :- 69.6

Source G.O.G 1999



3.4.3.6 General Information of Taluka:-

Total number of villages = 121

Total area of Taluka in km2.= 1697.30

Saline area = 590.34 km2.

Fresh water area = 1187.96 km2.

Hard rock area = 848.65 km2.

Aluminum area = 848.65 km2

Feasibility = Open well, DCB, DTH Bores and deep

Tube well (DR)

Ground water Balance – 18.73 MCM/ Year

3.4.3.7 Climate:-

The climate of the area is semi arid and is characterized by a hot summers. May is the

hottest month with mean daily maximum temperature of 43.40 C. The area has semi arid

climate with drought frequency of 34%.

3.4.3.8 Geohydrology :-

The litho logical logs of exploratory bore holes, electrical logging results by govt. agencies

in and around Morvi Taluka have been studied to understand the subsurface geology and

the aquifer system. These bore holes have penetrated the thick sequence of Jura-

Cretaceous age down to 200 + m depth.

3.4.3.9 Ground Water Condition:-

In geohydrological conditions are controlled by different geological formations of the area.

Sandstone formation due to its high porosity and permeability serves as very good water

bearing aquifer. In sandstone area tube wells, DCB, are feasible. In the area under

investigation, ground water occurs both under phreatic and confined condition in

aranaceous horizons. The occurrence and movement of ground water is mainly controlled

by primary porosity of intergranular pore spaces. Ground water is being developed

extensively by means of Tube well from deep confined aquifers for water supply both in

domestic, industrial and agricultural sector.



3.4.3.10 Depth of Ground Water Table:-

Shallow aquifer (Phreatic) development (up to 30m depth) in the area is limited due to

rapid urbanization inferior quality and low yields. In general the ground water occurs

under water table condition & confined condition where water level ranges from 20 to 25

mts depth depending upon the rock type. Pumping water level of the area is 40 to 50 mts.

tube wells and DCB yield portable water up to 150 mts. depth and Quality deteriorates with

depth.

3.4.3.11 Feasibility of Source at Rajpur, Taluka Kadi :-

Area around Morvi Town is checked on ground water prospect Map, prepared by National

Remote Sensing Agency, Dept. of SPAC, G.O.I. Hyderabad, map sheet no. 41J13 for feasibility

of source. The detail is as under

Hydro geomorphic unit APD -12

Hydro Geomorphic units/ land form: PD–53

(Pediment 53) Sandstone formation

Geological sequence/ Rock type :- Lower cretaceous Dharangadhara

group formation

Depth of water table of the area : 8-13 m in Dug well, 8-13 m in Borewell

Recharge condition : Limited

Aquifer Material in Sandstone Rock : P.R. Permeable Rock (SST)

Type of Well of the area

T.W. Tubewell – 85-120 mts.depth,80-100 LPM

Homogeneity in the unit & success rate of well – Moderate

Quality of water –Potable

Ground water irrigated area – NIL

Recharge structure suitability and priority – Moderate

RP = Recharge Pit, RB = Recharge Bore

Remarks (Problems/Limitations)



Sandstone forms the aquifer more suitable for constructing tubewell. Recharge structure

required to improve Ground water reserves and quality. It is reported that the ground

water level are declining due to reserved of closely spaced tubewell.

3.4.4 Land Use Status

The land-use & land cover map of the 10 km radius study area from the project site has

been prepared using IRS P6 LISS-III satellite image procured from NRSC (National Remote

sensing Centre), Hyderabad. Land use pattern of the study area as well as the catchment

area was carried out by standard methods of analysis of remotely sensed data and followed

by ground truth collection (Bench mark) and interpretation of satellite data. The outcome

of land use study has been presented below in subsequent table and figures. The data was

processed through ArcGIS Software tools available with ESRI Package. The Land use map of

the 10 Km study area is presented in Fig 3.4.2

3.4.5 Land use & land cover classification results Land Cover is the physical material at the surface of the earth (it include grass, asphalt,

trees, bare ground, water, etc.) whereas Land use is the human use of land.

Land Use involves the management and modification of natural environment or wilderness

into built environment such as fields, pastures, and settlements. It has also been defined as

"the arrangements, activities and inputs people undertake in a certain land cover type to

produce, change or maintain it".

There is no one ideal classification of land use and land cover, and i t is unlikely that one

could ever be developed. There are different perspectives in the classification process, and

the process itself tends to be subjective, even when an objective numerical approach is

used.

Concepts concerning land cover and land use activity are closely related and in many cases

have been used interchangeably. The purposes for which lands are being used commonly

have associated types of cover, whether they are forest, agricultural, residential, or

industrial.

Remote sensing image-forming devices do not record activity directly. The remote sensor

acquires a response which is based on many characteristics of the land surface, including



natural or artificial cover. The interpreter uses color, tones, textures, shapes, size, patterns,

and site associations to derive information about land use activities from what is basically

information about land cover.

To begin with, there is considerable diversity of opinion about what constitutes land use,

although present use of land is one of the characteristics that are widely recognized as

significant for planning and management purposes.

The classification must be scientifically defensible presenting a logical progression of its

applicability over large areas, amenable for use with remote sensor data. The classification

scheme is adopted for extracting information for on most possible land use/land cover

classes in general and all the agricultural seasons in particular and hence enable to repeat

the process at regular time intervals.

The present Land use / Land cover map for the proposed project activity is prepared by

current vintage of satellite image. This report thus will enable assessing the impact on land

use pattern in the study area due to the proposed project activity.

3.4.5.1 DATA USED

Current vintage data of Indian Remote Sensing satellite IRS P6 LISS III digital FCC (False

Color Composite) has been used for preparation of Land use/ Land cover thematic map of

study area. Survey of India toposheet as a reference map on 1:50,000 scale has been used

for preparation of base layer data like road, rail network, village and mine site and for geo

referencing of satellite image.

Technical Details

Satellite Image - IRS P6 LISS III

Satellite Data Source - NRSC, Hyderabad

Software Used - Earth Resources Data Analysis System (ERDAS) Imagine 9.2 and

ArcGis10.



3.4.5.2 METHODOLOGY

Land use / Land cover map preparation, Base map creation; Geometric and Radiometric

correction of satellite image has been processed using ERDAS Imagine 9.2 Software.

Salient features of the adopted methodology are given below:

Acquisition of satellite data.

Preparation of base map from Survey of India toposheets.

Data analysis using visual interpretation techniques.

Ground truth studies or field checks.

Finalization of the map.

Digitization using heads up vectorisation method.

Area calculation for statistics generation.

3.4.5.3 INTERPRETATION OF REMOTE SENSING DATA

Satellite images are composed of array of grid, each grid has a numeric value that is known

as digital number. Smallest unit of this grid is known as a pixel that captures reflectance of

ground features represented in terms of Digital number, each representing specific land

features. Using image classification technique, the satellite data is converted into thematic information, map based on the user’s knowledge about the ground area. Hybrid technique has been used i.e. visual interpretation and digital image processing for identification of

different land use and vegetation cover classes based on spectral signature of geographic

feature.

Spectral signature represents various land use classes. Image interpretation keys are

developed based on image characteristics like color, tone, size, shape, texture, pattern,

shadow, association etc, which enables interpretation of satellite images for ground

feature. Training sites are then assigned based on their spectral signature and

interpretation elements. Using image classification algorithm land use map is generated.

A total of eleven land use/land cover classes have been demarcated in the study area

following Level I, II and III classification (Table 3.4.2). A thematic map suitable for 1:25,000

scale map generation incorporating these classified categories has been prepared and

considering that the area of the project is considerably small a large scale map is prepared



(Fig.3.4.2). The area as a whole represents plain area with very gentle sloping to nearly

level area & to the north of area is main canals flowing from east to west and it is also

observed that the major stream ( Macchu ) are linked with these two main river channel (

Macchu )debouche into the Little rann of kutchchh. Medium level industrial zone covered

for 15.40 sq km, the total land area of scrub land covered 11.94 sq km and 171.83 sq km

area covered under agriculture land as well as plantation / Horticulture 0.46 sq km has

developed mainly in the area adjacent to the rivers.

The adjoining area of project site is totally agricultural land including Kharif ,Rabi and

Summer crop, constitute the dominant category of land use covering as much as 171.83 sq

km of the total area. Active river canal forming the perennial water body together with the

numerous open & wastelands form a major and minor land cover category. Active river and

its tributaries flowing into it cover about 15.50 sq km of the total project area. Due to large

seasonal variation in discharge of these rivers, the area coverage of this category various in

space and time. The consistently shifting nature of the (canal name) and consequent bank

migration has resulted in large uncultivated & rural settlement along the active plain area

towards the site location. These areas (3.73 sq km) are perennially waterlogged dry and

settlement development area the project site is located within the uncultivated land area

significant distribution. The land use for settlement is mostly confined to the ‘rural and urban settlement’ (built up-rural) 20.48 sq km and land without scrub feature 45.44 sq km

of the total area & as such there is no current fallow land because the satellite used is of

March month when most of the crop is towards senence or maturity . Barren rocky land ie

0.51 sq km is observed along the rivers and due to rains erosion can been seen across it

along with plantation on the top and forest plantation is observed around kalikanagar ie

29.69 sq km .



S.No. LULC Class Area (Sq.Km2) Percentage

1 Built up land (Urban/Rural) 20.48 6.50

2 Industry 15.40 4.89

3

Kharif crop land

171.83

Rabi crop land

Zaid cropland

Double/triple crop land 54.55

4 Plantations / Horticulture 0.46 0.15

5 Forest 29.69 9.42

6 Land with scrub 11.94 3.79

7 Land without scrub 45.44 14.43

8 Barren Rocky 0.51 0.16

9 Waterlogged 3.73 1.18

10

Water bodies:

Rivers/Streams/Lakes/canal 15.50 4.92

TOTAL 314.16 100

Table 3.4.2 Land use Details

EIA

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Fig.

3.4

.2 L

and

Use

Map

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Pro

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4.16

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.4.3

Hig

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.4.4

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ap

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map



3.4.6 Topography of the study area

THE AREA OF THE PROJECT SITE (M/S. PAWAN FORMALIN P. LTD) IS LOCATED IN

THE NORTHERN PART OF MORBI DISTRICT OF GUJARAT STATE.

The topographic feature & drainage pattern of the study area has been studied from

SRTM3, 2008 data having resolution of 3 arc seconds. The toposheet have been analysed

using GIS application to generate the contour line at interval of 10 Kms considering one

elevated area in the study region. Further, the digital elevation data have been analysed to

determine the slope & elevation profiles of the each individual villages of the study area as

well as whole study area to ascertain the landform of the villages and study area.

It has been observed that the major area of study area is levelled plain to nearly level with

small slopes. Two areas in the study region have been noticed with considerably medium

slope near village Kalikanagar making the landform of small slopes indicating small plain

with the elevation profile. Over all slope direction of the study area is noticed towards

south to north.

The maximum elevation and higher slope is found near eastern part of Kalikanagar, paneli

and Gidach village where a medium height is situated.

The generated streams indicated that the most of the area are covered by main stream ie

Machu river flowing through the Northern area and downstream merges with major river

ie. Machu . Besides it is also observed that the minor stream are linked with these two main

drainage channel and are sufficient to take care of draining the runoff during probable high

rainfall to avoid flooding in the region.

Topography of the area is characterized by dominating plain area with very gentle sloping

to nearly level area.

DIGITAL ELEVATION MODEL

Digital Elevation Models are data files that contain the elevation of the terrain over a

specified area, usually at a fixed grid interval over the "Bare Earth". The intervals between

each grid points will always be referenced to some geographical coordinate system. This is



usually either latitude-longitude or UTM (Universal Transverse Mercator) coordinate

systems. The closer are together the grid points, more detailed information will be in the

file. The detail s of the peaks and valleys in the terrain will be better modelled with small

grid spacing than when the grid interval s are very large. Elevations other than at the

specific grid point locations are not contained in the file. As a result peak points and valley

points not coinciding with the grid will not be recorded in the file. For practical purpose

this "Bare Earth" DEM is generally synonymous with a Digital Terrain Model (DTM)

3.4.6.1 DATA USED

DEM Data: Shuttle Radar Topographic Mission (SRTM) data

Software Used: ERDAS Imagine 9.2 & Arc GIS 10.

PHYSIOGRAPHY AND DRAINAGE PATTERN

The area of the project site is located in the northern part of Morbi District of Gujarat state.

Topography of the area is characterized by very gentle sloping area to level to nearly level.

A Seasonal river, i .e. Machu River, drains through the study area and merges into Little

Rann of Kutchchh .

3.4.7 Ecology and Bio diversity

3.4.7.1 DATA COLLECTION AND FIELD VISIT

In order to understand the ecological status of different habitats, status of biodiversity in

and around the proposed project area, the field work was carried out from December to

February 2014 (winter season). Simultaneously, data analysis and report preparation was

carried out from November 2013 till December 2014. Summary of the field surveys are

given in Table 3.4.3.



Table: 3.4.3 Field Survey

Month Particular

Nov. 2013 Collection and compilation of secondary data on

biodiversity in and around the project sites.

Dec. 2013 Field survey and collection of primary data on

flora, fauna, local interview to collect crops data

and traditional data on medicinal and wild life

information

Nov. 2013-Jan. 2014 Data entry, Data analysis & Report Preparation

3.4.7.2 DETAIL METHODOLOGY

3.4.7.2.1 Secondary data collection

Collection and collation of project related secondary information including Biodiversity,

Cropping pattern, Land use-Land cover (LuLc) data etc.

Analysis of GOOGLE maps with available project document conducted our first rapid

survey of the project area to identify existing major habitat types within the study area

(Agriculture hedges and road side habitats LIKE etc.; Wasteland, open scrub and

gauchar land LIKE in and around the villages of etc.; and Riverine/Wetlands, i.e., village

ponds, tanks and dry nallah LIKE).

In addition relevant documents and maps were also obtained from project

authority/client and EIA consultant.



Fig.: 3.4.6 Google image showing in and around the Project Location .

3.4.7.2.2 Compilation of available information and rapid reconnaissance

Status of land use and habitat types was studied within the 5km radius identified as

the buffer zone of the proposed project site. In addition, rapid survey of the project

area been conducted to identify existing major habitat types within it (Wilderness

area: Reserve Forest, Open Scrub and Prosopis Dense; Agriculture hedges and along

road side; Wasteland and gauchar land; and Wetlands: village ponds, tanks, small

nallah and riverine). The following areas under each habitat category been surveyed

to collect biodiversity data:

Riverine/wetland/

Nallah

Forest/

Open Scrub

Agriculture

Hedge/Road side

Wasteland/

Gauchar

-Machchhu river

-Paneli talav

-Kaldhari nallah

-Matel nallah

-Someshwar nallah

-Nava dhuva nallah

-Paneli RF

-Nr.Lakdhirpur

-Nr.Paneli vidi

-Nr.Makansar

-Nr.Ratavirda vidi

-Pipri-Trajpu road

-Makansar-

Rafleshwar road

-Paneli road

-Dhuva road

-Navagam road

-Nr.Paneli village

-Nr.Lakdhirpur

-Nr.Rata Virda

-Nr.Didar village

-Latifar vidi

-Nr.Rafleshwar



Collection and collation of project related secondary information from client and

consultant.

After several consultation with project authority and based on available areas under

each habitat, the number of plots and size of plots been finalized and selected plots

are eventually distributed and systematic randomized sampling design been

employed for collection of biodiversity data within buffer zone.

3.4.7.3 Intensive survey and compilation of primary field data

Intensive field approach involved mainly the survey-based primary data collection

on various biodiversity components of the project objectives.

The field data collection mainly included biodiversity assessment of different life

forms of floral species such as; trees, shrubs, climbers, herbs and grass. Status of

floral diversity was assessed in representative habitats of each type like; wastelands

which include: open scrub forest and Prosopis juliflora thickets, semi-wilderness

area, agricultural hedge, near human habitation, plantation, stream and river beds

and wetlands (inland).

Faunal diversity was also assessed by inventorying the major group like

herpetofauna, birds and mammals.

Status of herpetofauna was assessed using Intensive Time Constrained Search

Method covering different micro habitats (Welsh, 1987, Welsh and Lind 1991). This

intensive search was made in different habitat types randomly selected.

Avifaunal status was assessed both in terrestrial and aquatic habitats. Total count or

flock count method was adopted to assess the status of aquatic birds in the existing

water bodies (Sridharan 1989 and Bhupathy 1991). Point count method was used to

assess the status of terrestrial birds (Bibby et al., 1992 and Hutto et al., 1986). The

second technique adopted was area search method (Dieni and Jones 2002), a time

area constrained survey technique that has been widely and commonly used in

several bird monitoring programs.



Status and distribution of different mammal species was quantified using Direct

count Vehicle transects (travelling between the sampling location) (Burnham et al.

1980) and indirect evidences within the survey areas (Rodgers 1988 and Sale and

Berkmuller, 1988). Indirect evidences like, Pellet, dung, tracks (Thommpson et al

1989, Allen et al 1996), scat count (Henke and knowlton 1995) and other signs were

enumerated using standered method for nocturnal species (Daniels 1992). Presence

of different faunal species was also substantiated by interviewing the local people

and experts with pictorial representation.

In addition to the field survey information on various wildlife species in and around

the project sites were collected through village survey and interviewing the

maldharies (traditional livestock grazers), farmers and elders from each adjoin

village of project sites. This information was used to estimate the numbers of the

significant species exist within buffer zone, and their possible movement pattern

between diverse habitats.

Secondary information (published and un-published) on the status of the wildlife

species from different sources was also gathered and discussed.

3.4.7.4 Biodiversity Status

This section discuses the ecological status of biota for the Pawan Formalin Pvt. Ltd. The

baseline status of biota (plant and animals) discussed at various site-specific as well as

habitat specific.



3.4.7.4.1 Floral Status

Within the sample plots of the study areas, a total of 130 plant species belong to 112 genera

and 53 families were recorded. In addition, dicotyledons are dominant plant group and

representated by 118 species (90.77%) (Table 3.4.4). In addition, maximum species (102

Nos.) were recorded from agriculture and road side habitat and followed by

wasteland/gauchar habitat (87 species), forest/open scrub habitat (79 species) and

riverine/wetland/nallah areas (45 species) (Table 3.4.12).

Table 3.4.4. Taxonomic Status of plant species: Pawan Formalin Pvt. Ltd.

Taxonomical status Dicotyledons Monocotyledons Overall

Families 48 5 53

Genera 101 11 112

Species 118 12 130

Relative % 90.77 % 9.23 % 100 %

Status of Life form

Study area reported 130 plant species and they formed 14 sub-categories of lifeforms

within five main categories. Among the life forms, herb was dominated by recording 50

species and contributed maximum of 38.46% of the total list of plants followed by trees (36

species and 27.69%). Third dominating life form was shrub species (25) and shared

19.23%. The contribution other life forms was less than 10% of the species list (Table

3.4.5).

Table 3.4.5. Life form Status of plant species: Pawan Formalin Pvt. Ltd.

Life Form Nos. Relative %

Herb Aquatic Herb 1

50 38.46 Herb 49

Grass Grass 8 9 6.92



Life Form Nos. Relative %

Sedge 1

Climber Climber 6

10 7.69 Parasite 1

Twiner 2

Woody Twiner 1

Shrub Sarmentose Shrub 1

25 19.23 Shrub 13

Straggling Shrub 4

Under Shrub 7

Tree Tree 29 36 27.69

Small Tree 7

TOTAL 130 130 100.00

Common/Domestic Tree species

Only 11 common tree species were identified with a total of 36 trees within the sample plots of the

study area. Among the species, Acacia nilotica, Azadirachta indica and Leucaena latisiliqua was

enumerated maximum times in and around the settlement areas (Table 3.4.6 & Table 3.4.12).

Table 3.4.6. Common Tree species: Pawan Formalin Pvt. Ltd.

Sr.No Species Name Local Name Habit Family

1 Acacia nilotica (L.) Del. subsp. indica(Bth.) Brenan

Deshi Baval, Bavar Tree Mimosaceae

2 Ailanthus excelsa Roxb. MotoArduso Tree Simaroubaceae

3 Albizia lebbeck (L.) Bth. Karo Sirish Tree Mimosaceae




4 Azadirachta indica A. Juss. Limbdo, Neem Tree Meliaceae

5 Derris indica (Lam.) Bennet Karanj Tree Fabaceae

6 Eucalyptus globulus Labill. Nilgiri Tree Myrtaceae

7 Ficus benghalensis L. Vad Tree Moraceae

8 Ficus religiosa L. Piparo, Piplo Tree Moraceae

9 Leucaena latisiliqua (L.) Wt. & Arn. Liso Bavar Tree Mimosaceae

10 Peltophorum pterocarpum (DC.) Backer ex Heyne Tamrafali Tree Caesalpiniaceae

11 Polyalthia longifolia (Sonn.) Thw. Asopalav Tree Annonaceae

Wild/Forest Tree Species

Within the study area only 4 wild/forest tree species have been recorded which were belonging to

4 families and 4 genera. Since the area are dominant with agriculture habitat, and hence, very few

trees were recorded under this category (Table 3.4.7 & Table 3.4.12) and it indicates low

density of wild tree species in and around the study area.

Table 3.4.7. Wild/Forest Tree species: Pawan Formalin Pvt. Ltd.


1 Balanites aegyptiaca (L.) Del. Hingor, Ingoriyo

Small Tree Balanitaceae

2 Holoptelea integrifolia (Roxb.) Planch. Kanaji Tree Ulmaceae

3 Prosopis cineraria (L.) Druce Khijado Tree Mimosaceae

4 Zizyphus mauritiana Lam. Mota Bor Small Tree Rhamnaceae



Status of Agriculture Crops

Based on the intensive field survey in and around the agricultural area and dialogue with the local

farmers a total of 10 species have been listed from the study area as crop species. Fruit and

vegetable crops were found cultivated along the agricultural hedges in a small extent of area (Table

3.4.8 & Table 3.4.12). In the study area, Kapas (Gossypium herbaceum), Bajri (Pennisetum

typhoides) and Ghahun (Triticum asetivum) are the major crops cultivated extensively.

Table 3.4.8. List of Agriculture and Other Crop Species Recorded: Pawan Formalin

Pvt. Ltd.

Sr.No Species Name Local Name Habit Family Season

1 Citrus limon (L.) Burm. Limbu Small Tree Rutaceae All

2

Gossypium herbaceum auct. Non L. var. acerifolium (Guill. & Perr.) Chevalier

Kapas Shrub Malvaceae

Monsoon

3 Momordica charantia L. Karela Climber Cucurbitaceae All

4

Pennisetum typhoides A. Rich.

Bajri, Bajaro Grass Poaceae

Summer

Monsoon

5 Through Interviewed Ghahun Grass Poaceae Winter

6 Through Interviewed Tal Herb Pedaliaceae Monsoon

7 Through Interviewed Mag Phali Herb Fabaceae Monsoon

8 Through Interviewed Jovar Herb Poaceae Monsoon

9 Through Interviewed Jiru Herb Apiaceae Winter

10 Through Interviewed Variari Herb Apiaceae Winter



3.4.7.4.2 Faunal Status

Herpetofauna

The buffer zone area covering 5 km radius reported overall 7 species belong to 7 genus and 6

families. Within the buffer zone, among the habitats types maximum of five species were enered

along the Dhavat village (discussed and collected information from local people) followed by three

species in agriculture areas and two species in other habitats (Table 3.4.9).

Table: 3.4.9.Taxonomical Status of Herpetofauna: Pawan Formalin Pvt. Ltd.

Family & Species name Common and Local Name IUCN Status

FROGS/ Ranidae

1 Euphlyctis cyanophlyctis Skittering Frog (Dedako) LR-nt

LIZARDS/ Gekkonidae

2 Hemidactylus brookii Spotted Indian House Gecko (Garodi) LR-lc

AGAMIDS/ Agamidae

3 Calotes versicolor Indian Garden Lizard (Kachindo) LR-nt

4 Sitana ponticeriana Fan-Throated Lizard (Kachindi) LR-lc

SNAKES/ Boidae

5 Eryx johnii Eastern Red Sand Boa (Dhomalo) LR-lc

SNAKES/ Colubridae

6 Ptyas mucosa Indian Rat Snake (Nag) LR-nt

TURTLES/ Trionychidae

7 Lissemys punctata Indian Mud or Flap-shell Turtle (Kachbo)

-

LR-nt- Lower risk near threatened and LR-Ic- Lower risk least concern



Birds (Terrestrial and Aquatic)

Status of terrestrial and aquatic birds was assessed during latter part of winter and summer and

reported a total of 38 species belongs to 37 genera and 31 families in the buffer zone of study area

(Table 3.4.10). Habitat specific abundance resulted more contribution was from agriculture and

habitation areas; and there is no any permanent aquatic habitat existing within it, therefore

during the study period aquatic avifauna was reported from the nearby wetland and

reservoir.

Table 3.4.10: Overall Status of Terrestrial and Aquatic Birds: Pawan Formalin Pvt.

Ltd.

S. No.

Order, Family and Species Common English Name MS Sch. FG

GALLIRORMES

Phasianidae

1 Pavo cristatus Indian Peafowl R I G

ANSERIFORMES

Anatidae

2 Sarkidiornis melanotos Comb Duck R IV A

UPUPIFORMES

Upupidae

3 Upupa epops Common Hoopoe RM IV I

CORACIIFORMES

Coraciidae

4 Coracias benghalensis Indian Roller R IV I

Alcedinidae

5 Alcedo Hercules Common Kingfisher R IV P

Dacelonidae



S. No.


6 Halcyon smyrnensis White-throated Kingfisher R IV P

Cerylidae

7 Ceryle rudis Lesser Pied Kingfisher R IV P

Meropidae

8 Merops orientalis Green Bee-eater R IV I

CUCULIFORMES

Cuculidae

9 Eudynamys scolopacea Asian Koel R IV F

Centropodidae

10 Centropus sinensis Greater Coucal R IV O

PSITTACIFORMES

Psittacidae

11 Psittacula krameri Rose-ringed Parakeet R IV F

APODIFORMES

Apodidae

12 Apus affinis House(Little) Swift R IV I

STEIGIFORMES

Strigidae

13 Athene brama Spotted Owlet R IV C

COLUMBIFORMES

Columbidae

14 Columba livia Rock Pigeon R IV G

15 Streptopelia tranquebarica Red-collared Dove R IV G



S. No.


GRUIFORMES

Rallidae

16 Gallinula chloropus Common Moorhen R IV A

17 Fulica atra Common Coot R IV A

CICONIFORMES

Scolopacidae

18 Actitis hypoleucos Common Sandpiper R IV A

Charadriidae

19 Vanellus indicus Red-wattled Lapwing R IV I

Accipitridae

20 Accipiter badius Shikra R I C

21 Circius melanoleucos Pied Harrier RM I C

Falconidae

22 Falco tinnunculus Common Kestral RM IV C

Phalacrocoracidae

23 Phalacrocorax niger Little Cormorant R IV A

Ardeidae

24 Ardea cinerea Grey Heron RM IV A

25 Bubulcus ibis Cattle Egret R IV AI

Threskiornithidae

26 Threskiornis melanocephalus Black-headed Ibis RM IV A

27 Pseudibis papillosa Black Ibis R IV I

PASSERIFORMES



S. No.


Corvidae

28 Corvus splendens House Crow R V I

29 Dicrurus macrocercus Black Drongo R IV I

Muscicapidae

30 Saxicoloides fulicata Indian Robin R IV I

Sturnidae

31 Acridotheres ginginianus Bank Myna R IV I

32 Acridotheres tristis Common Myna R IV I

Hirundinidae

33 Hirundo daurica Red-rump Swallow R IV I

Pycnonotidae

34 Pycnonotus cafer Red-vented Bulbul R IV I

Sylviidae

35 Turdoides malcolmi Large Grey Babbler R IV G

Alaudidae

36 Galerida cristata Crested Lark R IV GI

Nectariniidae

37 Nectarinia asiatica Purple Sunbird R IV N

Passeridae

38 Passer domesticus House Sparrow R IV G

MS= Migratory Status, M= Migratory, R= Resident, RM= Resident migratory;

Sch= Schedule as per Wildlife Protection Act 1972; and FG= Feeding Guild, O= Omnivore,

G= Granevore, P= Pisivore, C= Carnivore, I= Insectivore, A= Aquatic.



Status of mammals

As discussed with local people, within buffer zone only seven species of mammalian fauna was

reported and each belongs to separate family/group. None of the family reported more than one

species and showed low species richness (Table 3.4.11). Since the study area dominated by

agriculture habitat, mammalian fauna showed low species richness.

Table 3.4.11: Overall Status of Mammals: Pawan Formalin Pvt. Ltd.

S. No. Scientific Name Species Food Habit

WPA,1972

Status

Bovidae

1 Boselaphus tragocamelus (Pallas, 1766) Nilgai Herbivore

III

Canidae

2 Canis aureus (Linnaeus, 1758) Golden Jackal Omnivore II

Herpestidae

3 Herpestes edwardsii (E.Geoffroy Saint-Hilaire,1818) Grey Mongoose Omnivore

II

Hyaenidae

4 Hyaena hyaena (Linnaeus,1758) Striped Hyena Scavenger

-

Hystricidae

5 Hystrix indica (Kerr,1792) Indian Porcupine Herbivore

-

Suidae

6 Sus scrofa (Linnaeus,1758) Wild Boar Herbivore III

Anon. 1972. The Wildlife (Protection) Act, 1972. Ammended 1991. Natraj Publication, Dehra Dun. 154 p.



3.4.7.4.3 THREATENED PLANTS AND ANIMALS AND CONCLUSION NOTE

This study reported a total of 130 plant species, 7 herpetofauna, 38 birds and 6 species of

mamamals from the buffer zone of Pawan Formalin Pvt.Ltd. However, no threatened biodiversity

reported with highest density or richness from the core and buffer zones of the study area.

In general, impact prediction methods argue that the foremost step in impact appraisal must

consider and identify project actions that are likely to bring significant changes in the project

environment. The present study determined to predict the likely impacts of the project in the

surrounding environment with specific to biological attributes covering habitats/ecosystems and

associated biodiversity. But, as discussed with client authority and surveyed in and around the

project sites, there are no true multi species forest type was recorded in the vicinity of the five

kilometer radii in and around the project site. It clearly indicates the low productive potential of the

terrestrial ecosystem. Since the project associated activities do not required any land nearby

ecological sensitive areas like rivers, forest and wilderness habitats, the terrestrial ecosystem is

considerably free from the project related impacts. Therefore the proposed project activities will

not have any impacts like: loss of true forest habitat, floral species composition and overall faunal

diversity.

While considering long-term impact by proposed project areas on vegetation and biodiversity,

appropriate mitigatory measures have been suggested to improve the vegetation cover and to

minimize the impacts on floral and faunal species in and around the vicible wilderness areas of

project sites. In addition, it has been suggested to plant several local tree and shrub species (with

following important specific terams) under afforestation program to improve their abundance

status as well as wilderness areas and several characteristics to improve adjoin land to project

areas:

Tree and shrub species which are tall and bearing larger canopy cover and leaf area with

different size classes (small, medium and larger) were suggested to maintain the different

canopy levels at vertical profile.

Many fruit trees and shrubs were in the selection list to attract birds, squiral and fruit eating

bats which are locally available.

Mostaly local tree and shrub species were recommended (See following list) to provide

habitat for faunal species, increase the species diversity and maintain the naturalness.



List of plant species recommended to plant and improve vegetation cover in and around the project sites


1 Acacia nilotica (L.) Del. subsp. indica(Bth.) Brenan

Deshi Baval, Bavar Tree Mimosaceae

2 Azadirachta indica A. Juss. Limbdo, Neem Tree Meliaceae

3 Derris indica (Lam.) Bennet Karanj Tree Fabaceae

4 Ficus benghalensis L. Vad Tree Moraceae

5 Ficus religiosa L. Piparo, Piplo Tree Moraceae

6 Cordia dichotoma Forst. Gunda Tree Ehretiaceae

7 Cordia gharaf (Forsk.) E.&.A. Nana Gunda, Liar Gundi Tree Ehretiaceae

8 Salvadora oleoides Decne. Piludi-Mithi Shrub Salvadoraceae

9 Salvadora persica L. Piludi-Khari Shrub Salvadoraceae

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.37

Tabl

e 3.

4.12

: H

abit

at-w

ise

chec

klis

t of P

lant

Spe

cies

rec

orde

d in

and

aro

und

the

Paw

an F

orm

alin

Pvt

. Ltd

.

Sr.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

1 Ab

elm

osch

us e

scul

entu

s (L

.) M

oenc

h Bh

inda

, Bh

indo

Un

der

Shru

b M

alva

ceae

√

2 Ab

utilo

n in

dicu

m (L

.) Sw

. sub

sp. i

ndic

um

Kans

ki

Unde

r Sh

rub

Mal

vace

ae

√ √

√ √

3 Ac

acia

nilo

tica

(L.)

Del

. su

bsp.

indi

ca(B

th.)

Bren

an

Des

hi B

aval

, Ba

var

Tree

M

imos

acea

e √

√ √

√ 4

Acal

ypha

indi

ca L

. D

adar

io,

Dad

ro

Her

b Eu

phor

biac

eae

√ √

√ √

5 Ac

hyra

nthe

s asp

era

L.

var.

arge

ntea

Hoo

k. f.

An

dhed

i, An

ghed

o H

erb

Amar

anth

acea

e √

√ √

√ 6

Achy

rant

hes a

sper

a L.

va

r. po

rphy

rist

achy

a H

k.

f. An

dhed

i H

erb

Amar

anth

acea

e √

√ √

√ 7

Aerv

a pe

rsic

a (B

urm

.f.)

Mer

rill

Gora

kh G

anjo

H

erb

Amar

anth

acea

e √

√

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.38

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

8 Ai

lant

hus e

xcel

sa R

oxb.

M

otoA

rdus

o

Tree

Si

mar

ouba

ceae

√

√ 9

Albi

zia

lebb

eck

(L.)

Bth.

Ka

ro S

iris

h Tr

ee

Mim

osac

eae

√

√

10

Alte

rnan

ther

a pu

ngen

s H

. B. &

K.

Kant

aro

Bhan

garo

H

erb

Amar

anth

acea

e

√

√ 11

Al

tern

anth

era

sess

ilis

(L.)

DC.

Ja

r Bha

ji, Ja

r Bh

anga

ro

Her

b Am

aran

thac

eae

√ √

√

12

Amar

anth

us sp

inos

us L

. Ja

ngal

i ta

ndal

jo

Her

b Am

aran

thac

eae

√

√ √

13

Amm

anni

a ba

ccife

ra L

. Ra

to Ja

l Agi

o,

Lal A

gio

Her

b Ly

thra

ceae

√

14

Arge

mon

e m

exic

ana

L.

Dar

udi

Her

b Pa

pave

rcea

e √

√ √

√ 15

As

para

gus r

acem

osus

W

illd.

var

. jav

anic

us

(Kun

th) B

aker

Sa

tavr

i Sa

rmen

tos

e Sh

rub

Lilia

ceae

√

√ 16

Az

adir

acht

a in

dica

A.

Juss

. Li

mbd

o,

Nee

m

Tree

M

elia

ceae

√

√ √

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.39

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

17

Bala

nite

s aeg

yptia

ca

(L.)

Del.

Hin

gor,

Ingo

riyo

Sm

all T

ree

Bala

nita

ceae

√

√

√ 18

Be

rgia

am

man

nioi

des

Roxb

. ex

Rot

h Ja

l Ukh

arad

H

erb

Elat

inac

eae

√ √

19

Boer

havi

a el

egan

s Ch

oisy

Ud

ha S

atod

o,

Punn

arva

H

erb

Nyc

tagi

nace

ae

√

√

20

Borr

eria

art

icul

aris

(L.f.

) F.N

. Will

. -

Her

b Ru

biac

eae

√ √

21

Boug

ainv

illea

spec

tabi

lis

Wild

. -

Stra

gglin

g Sh

rub

Nyc

tagi

nace

ae

√

22

Caja

nus c

ajan

(L.)

Mill

sp.

Tuve

r H

erb

Faba

ceae

√

23

Calo

trop

is pr

ocer

a (A

it.)

R. B

r.

Akad

o Sh

rub

Ascl

epia

dace

ae

√ √

√ √

24

Capp

aris

deci

dua

(For

sk.)

Edge

w.

Ker,

Kerd

o Un

der

Shru

b Ca

ppar

acea

e √

√ √

√ 25

Ca

ppar

is se

piar

ia L

. Ka

nthe

r St

ragg

ling

Capp

arac

eae

√ √

√ √

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.40

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

Shru

b

26

Caps

icum

ann

uum

L.

Mar

chi

Her

b So

lana

ceae

√

27

Card

iosp

erm

um

halic

acab

um L

. Ka

g D

oriy

u H

erb

Sapi

ndac

eae

√ √

28

Cari

ca p

apay

a L.

Pa

paya

, Pa

payu

Tr

ee

Cari

cace

ae

√

29

Cass

ia a

uric

ulat

a L.

Av

ar, A

val,

Aval

i Sh

rub

Caes

alpi

niac

eae

√

√ √

30

Cass

ia fi

stul

aL.

Garm

aro

Tree

Ca

esal

pini

acea

e

√ √

√ 31

Ca

ssia

occ

iden

talis

L.

Sund

aro,

Ka

sund

ro

Her

b Ca

esal

pini

acea

e √

√

√ 32

Ca

ssia

siam

ea L

am.

Kasi

d Tr

ee

Caes

alpi

niac

eae

√

√

33

Cass

ia to

ra L

. Ku

nwar

io

Her

b Ca

esal

pini

acea

e √

√

√ 34

Ca

yrat

ia ca

rnos

a (L

am.)

Gagn

ep.

Khat

Kh

atub

ado

Clim

ber

Vita

ceae

√

√

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.41

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

35

Celo

sia a

rgen

tea

L.

Lam

padi

, La

mpd

i H

erb

Amar

anth

acea

e √

√

36

Cenc

hrus

bifl

orus

auc

t. D

ham

an,

Anja

n Gr

ass

Poac

eae

√ √

√

37

Citr

us li

mon

(L.)

Burm

. Li

mbu

Sm

all T

ree

Ruta

ceae

√

38

Cleo

me

gyna

ndra

L. v

ar.

gyna

ndra

Gh

andh

atu

Her

b Ca

ppar

acea

e

√

39

Cler

oden

drum

iner

me

(L.)

Gaer

tn.

Vad

Men

dhi

Her

b Ve

rben

acea

e

√

40

Cler

oden

drum

m

ultif

loru

m (B

urm

.f.) O

. Ar

ni

Smal

l Tre

e Ve

rben

acea

e

√

41

Cocc

inia

gra

ndis

(L.)

Voig

t Ti

ndor

a,

Ghilo

da

Clim

ber

Cucu

rbita

ceae

√

√

√ 42

Co

ccul

us h

irsu

tus (

L.)

Die

ls

Vevd

i, Ve

vti

Stra

gglin

g Sh

rub

Men

ispe

rmac

eae

√ √

√

43

Cocu

s nuc

ifera

L.

Nar

iyer

Tr

ee

Arec

acea

e

√

√

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.42

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

44

Cold

enia

pro

cum

bens

L.

Ukha

rad

Her

b Bo

ragi

nace

ae

√

45

Conv

olvu

lus

mic

roph

yllu

s (Ro

th)

Sieb

. ex

Spr.

Dho

li Sa

nkha

vali

Her

b Co

nvol

vula

ceae

√

√

√ 46

Co

rcho

rus a

estu

ans L

. Ka

g Sh

ing,

Ch

unch

, Ch

hadh

ari

Her

b Ti

liace

ae

√ √

√

47

Cord

ia d

icho

tom

a Fo

rst.

Gund

a Tr

ee

Ehre

tiace

ae

√

√

48

Cord

ia g

hara

f (Fo

rsk.

) E.

&.A

. N

ana

Gund

a,

Liar

Gun

di

Tree

Eh

retia

ceae

√

√ 49

Cu

cum

is ca

llosu

s (Ro

ttl.)

Co

gn.

Gay

Vasu

kada

Cl

imbe

r Cu

curb

itace

ae

√ √

√

50

Cucu

mis

prop

heta

rum

L.

Kant

alo

Indr

anan

Cl

imbe

r Cu

curb

itace

ae

√ √

√

51

Cusc

uta

refle

xa R

oxb.

Am

arve

l Pa

rasi

te

Cusc

utac

eae

√ √

√

52

Cyno

don

dact

ylon

(L.)

Pers

. D

hrab

Gr

ass

Poac

eae

√ √

√ √

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.43

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

53

Cype

rus r

otun

dus L

. su

bsp.

rotu

ndus

Ch

iyo,

Mot

h Se

dge

Cype

race

ae

√ √

√ √

54

Dact

yloc

teni

um

aegy

ptic

um (L

.) P.

Be

auv.

-

Gras

s Po

acea

e √

√

55

Dalb

ergi

a sis

soo

Roxb

. Si

sam

Tr

ee

Faba

ceae

√

56

Datu

ra m

etel

L.

Dha

turo

Un

der

Shru

b So

lana

ceae

√

√

√ 57

De

loni

x re

gia

(Boj

.) Ra

f. Gu

lmoh

or

Tree

Ca

esal

pini

acea

e

√

58

Derr

is in

dica

(Lam

.) Be

nnet

Ka

ranj

Tr

ee

Faba

ceae

√

59

Dige

ra m

uric

ata

(L.)

Mar

t. Ka

njar

o,

Kane

jro

Her

b Am

aran

thac

eae

√ √

√

60

Dipt

erac

anth

us

pros

trat

us H

assk

. -

Her

b Ac

anth

acea

e √

√

61

Echi

noch

loa

colo

num

(L

.) Li

nk

Sam

o, Ji

riu

Gras

s Po

acea

e √

√

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.44

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

62

Echi

nops

ech

inat

us

Roxb

. Ut

kant

o Un

der

Shru

b As

tera

ceae

√

√

√ 63

Ec

lipta

pro

stra

ta (L

.) L.

M

ant.

Jal B

hang

ro

Her

b As

tera

ceae

√

√ √

√ 64

Eu

caly

ptus

glo

bulu

s La

bill.

N

ilgir

i Tr

ee

Myr

tace

ae

√

√

65

Euph

orbi

a hi

rta

L.

Dud

heli

Her

b Eu

phor

biac

eae

√ √

√

66

Euph

orbi

a ni

vulia

Bu

ch.-

Ham

. Va

d Th

or

Shru

b Eu

phor

biac

eae

√

√

67

Euph

orbi

a th

ymifo

lia L

. Sa

ni D

udhe

li H

erb

Euph

orbi

acea

e √

√

√ 68

Ev

olvu

lus a

lsino

ides

(L.)

L. v

ar. a

lsino

ides

Ka

ri

Sank

hava

il H

erb

Conv

olvu

lace

ae

√ √

√

69

Ficu

s ben

ghal

ensis

L.

Vad

Tree

M

orac

eae

√

√

70

Ficu

s rel

igio

sa L

. Pi

paro

, Pip

lo

Tree

M

orac

eae

√

√

71

Glin

us lo

toid

es L

. Ok

hara

d H

erb

Mol

lugi

nace

ae

√

√ √

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.45

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

72

Goss

ypiu

m h

erba

ceum

au

ct. N

on L

. var

. ac

erifo

lium

(Gui

ll. &

Pe

rr.)

Chev

alie

r

Kapa

s Sh

rub

Mal

vace

ae

√

73

Gran

gea

mad

eras

pata

na (L

.) Po

ir.

- H

erb

Aste

race

ae

√

√ √

74

Hel

iotr

opiu

m in

dicu

m L

. H

athi

Sun

dhi

Her

b Bo

ragi

nace

ae

√

√

75

Hel

iotr

opiu

m

oval

ifoliu

m F

orsk

. -

Her

b Bo

ragi

nace

ae

√ √

√ √

76

Hib

iscus

rosa

-sin

ensis

L.

Jasu

nd,

Jasv

anti

Shru

b M

alva

ceae

√ 77

H

olop

tele

a in

tegr

ifolia

(R

oxb.

) Pla

nch.

Ka

naji

Tree

Ul

mac

eae

√ √

√

78

Indi

gofe

ra li

nnae

i Ali.

Bh

onyg

ali

Her

b Fa

bace

ae

√ √

√

79

Ipom

oea

aqua

tica

Fors

k.

Nal

i Ni B

haji

Aqua

tic

Her

b Co

nvol

vula

ceae

√

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.46

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

80

Ipom

oea

fistu

losa

Mar

t. -

Stra

gglin

g Sh

rub

Conv

olvu

lace

ae

√ √

√ √

81

Kirg

anel

ia re

ticul

ata

(Poi

r.) B

aill.

Ka

mbo

i Sh

rub

Euph

orbi

acea

e

√

√ 82

La

unae

a pr

ocum

bens

(R

oxb.

) Ram

. & R

aj.

Mot

i Bho

yan

Patr

i H

erb

Aste

race

ae

√ √

√

83

Leuc

aena

latis

iliqu

a (L

.) W

t. &

Arn

. Li

so B

avar

Tr

ee

Mim

osac

eae

√

√

84

Lim

onia

aci

diss

ima

L.

Koth

i, Ko

tha

Tree

Ru

tace

ae

√

85

Lyco

pers

icon

ly

cope

rsic

um (L

.) Ka

rst.

Tam

ata,

Ta

mat

u H

erb

Sola

nace

ae

√

√

86

Mae

rua

oblo

ngifo

lia

(Foe

ak.)

A. R

ich.

H

emka

nd

Woo

dy

Twin

er

Capp

arac

eae

√ √

√

87

Man

gife

ra in

dica

L.

Ambo

, Ker

i Tr

ee

Anac

ardi

acea

e

√

88

Man

ilkar

a za

pota

(L.)

Van

Roye

n Ch

iku

Tree

Sa

pota

ceae

√

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.47

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

89

Mel

ia a

zeda

rach

L.

Baka

ni N

im,

Baka

nlim

do

Tree

M

elia

ceae

√

√ 90

M

ukia

mad

eres

pate

nsis

(L.)

M. R

oem

. An

khfu

tman

i Cl

imbe

r Cu

curb

itace

ae

√

√

91

Mur

raya

koe

nigi

i (L.

) Sp

r. M

itho

Lim

ado

Smal

l Tre

e Ru

tace

ae

√

√

92

Ner

ium

indi

cum

Mill

. La

l Kar

en

Shru

b Ap

ocyn

acea

e

√ 93

Oc

imum

San

ctum

L.

Tuls

i H

erb

Lam

iace

ae

√

94

Pelto

phor

um

pter

ocar

pum

(DC.

) Ba

cker

ex

Hey

ne

Tam

rafa

li Tr

ee

Caes

alpi

niac

eae

√

√

95

Penn

isetu

m ty

phoi

des A

. Ri

ch.

Bajr

i, Ba

jaro

Gr

ass

Poac

eae

√

96

Perg

ular

ia d

aem

ia

(For

sk.)

Chio

v.

Cham

ar

Dud

heli

Twin

er

Ascl

epia

dace

ae

√ √

√ √

97

Phyl

lant

hus f

rate

rnus

W

ebst

. Bh

oyan

Ri

ngan

i, H

erb

Euph

orbi

acea

e √

√ √

√

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.48

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

Bhon

ya A

mli

98

Poly

alth

ia lo

ngifo

lia

(Son

n.) T

hw.

Asop

alav

Tr

ee

Anno

nace

ae

√

√

99

Port

ulac

a qu

adri

fida

L.

Pat L

uni,

Zini

luni

H

erb

Port

ulac

acea

e √

√

100

Pros

opis

cine

rari

a (L

.) D

ruce

Kh

ijado

Tr

ee

Mim

osac

eae

√ √

√ √

101

Pros

opis

julif

lora

(Sw

.) D

C.

Gand

o Ba

val

Shru

b M

imos

acea

e √

√ √

√ 10

2 Pu

nica

gra

natu

m L

. D

adam

Sm

all T

ree

Puni

cace

ae

√

√

103

Rhyn

chos

ia m

inim

a (L

.) D

C. v

ar. m

inim

a N

ahni

Kam

al

Vel

Twin

er

Faba

ceae

√

√

√ 10

4 Ri

cinu

s com

mun

is L.

D

ivel

a,

Aran

da

Shru

b Eu

phor

biac

eae

√

105

Sacc

haru

m sp

. Ka

ns,

Dab

hado

Gr

ass

Poac

eae

√

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.49

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

106

Sacc

haru

m sp

onta

neum

L.

D

abh,

Kan

s Gr

ass

Poac

eae

√

√

107

Salv

ador

a ol

eoid

es

Dec

ne.

Pilu

di-M

ithi

Shru

b Sa

lvad

orac

eae

√ √

√ √

108

Salv

ador

a pe

rsic

a L.

Pi

ludi

-Kha

ri

Shru

b Sa

lvad

orac

eae

√ √

√ √

109

Sesb

ania

sesb

an (L

.) M

eer.

subs

p. se

sban

var

. se

sban

Ek

ad, S

heva

ri

Shru

b Fa

bace

ae

√

110

Sida

ova

ta F

orsk

. -

Her

b M

alva

ceae

√

√

√ 11

1 So

lanu

m su

ratt

ense

Bu

rm. f

. Bh

oyan

Ri

ngan

i H

erb

Sola

nace

ae

√ √

√

112

Sonc

hus a

sper

(L.)

Hill

. So

n Ch

udi

Her

b As

tera

ceae

√

√

113

Sorg

hum

hal

epen

se (L

.) Pe

rs.

Jang

li Ju

war

, Ba

ru

Gras

s Po

acea

e √

√

√ 11

4 Sy

zygi

um cu

min

i (L.

) Sk

ells

Ja

mbu

Tr

ee

Myr

tace

ae

√

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.50

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

115

Tam

arin

dus i

ndic

a L.

Am

bali,

Em

ali

Tree

Ca

esal

pini

acea

e

√

√ 11

6 Te

com

a st

ans (

L.) H

. B.

& K

. Pi

li N

im

Shru

b Bi

gnon

iace

ae

√

117

Tect

ona

gran

dis L

.f.

Sag

Tree

Ve

rben

acea

e

√ 11

8 Te

phro

sia p

urpu

rea

(L.)

Pers

. Sa

rpan

kho

Her

b Fa

bace

ae

√

√ √

119

Term

inal

ia ca

tapp

a L.

D

esi B

adam

Tr

ee

Com

bert

acea

e

√

√ 12

0 Th

espe

sia p

opul

nea

(L.)

Sol.

ex C

orr.

Pa

ras P

impr

o Sm

all T

ree

Mal

vace

ae

√

√

121

Tino

spor

a co

rdifo

lia

(Will

d.) M

iers

Ga

ro

Clim

ber

Men

ispe

rmac

eae

√ √

122

Trib

ulus

terr

estr

is L.

Go

khar

u H

erb

Zygo

phyl

lace

ae

√ √

√

123

Tric

hode

sma

ampl

exic

aule

Rot

h Un

dha

Fuli

Her

b Bo

ragi

nace

ae

√ √

124

Trid

ax p

rocu

mbe

nsi L

. Pa

rdes

hi

Her

b As

tera

ceae

√

√

√

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

M

/s. T

.R.A

ssoc

iate

s

3.

4.51

Sr

.

No

Spec

ies

Nam

e Lo

cal N

ame

Hab

it

Fam

ily

Hab

itat

Fore

st

/

Ope

n

Scru

b

Agri

cult

ure

Hed

ge/

Roa

d si

de

Riv

erin

e

/

wet

land

/Nal

lah

Was

tela

nd

/

Gauc

har

Bhan

gro

125

Triu

mfe

tta

rhom

boid

ea

Jacq

. Zi

pti

Unde

r Sh

rub

Tilia

ceae

√

√

√ 12

6 Ty

pha

angu

stat

a Bo

ry.

& C

haub

. Gh

a Ba

jari

u H

erb

Typh

acea

e √

√

127

With

ania

som

nife

ra (L

.) Ku

rz

Ashw

agan

dha

Unde

r Sh

rub

Sola

nace

ae

√ √

128

Xant

hium

stru

mar

ium

L.

Gada

riyu

H

erb

Aste

race

ae

√

√ √

129

Zale

ya re

dim

ita

(Mel

ville

) Bha

ndar

i var

. re

dim

ita

Beth

i Sat

odi

Her

b Ai

zoac

eae

√

√

130

Zizy

phus

mau

ritia

na

Lam

. M

ota

Bor

Smal

l Tre

e Rh

amna

ceae

√

√ √

√ TO

TAL

PLAN

T SP

ECIE

S R

ECO

RD

ED IN

EAC

H H

ABIT

AT

79

102

45

87



REFERENCE

Ali, S. (2002). Book of Indian Birds. Bombay Natural History Society and Oxford university

press. Thirteenth Edn.Pp. 326.

Anon. 1972. The Wildlife (Protection) Act. 1972. Amended 1991. Natraj Publication, Dehra

Dun. 154 p.

Bhandari, M. M. (1990). Flora of the Indian Desert. Scientific publishers. Jodhpur,

Rajasthan. 435 PP.

Bhupathy, S. 1991. Population and Resource Utilisattion of Waterfowl in Keoladeo National

Park, Bharatpur. Ph.D. Thesis, Rajasthan University, Jaipur.

Bibby, C.J., N.D., Burgerss and D.A. Hill. 1992b. Bird Census techniques, Academic Press,

London.

Daniels R.J.R 2005. Amphibians of Peninsular India. Universities press (India) Private

limited. First Edn. pp. 267.

Daniel J.C. 2002. The Book of Indian Reptiles and Amphibians. Bombay Natural History

Society and Oxford university press. pp. 238.



Dieni, J.S. and jones, S.L. 2002. A field test of the area search method for measuring

breeding birds population, J. Field Ornithology, 73: 253-257.

Grimmett, R., Inskipp, C., Inskipp, T., 2006. Birds of the Indian Subcontinent. Oxford

University Press. New Delhi. Pp. 384.

Hocking D. (ed) 1983. Trees for Drylands. Oxford and IBH Publication Co Pvt Ltd. –New

Delhi. Pp 370.

Hutto, R.L., S.M. Pletsechel and P. Hendrick. 1986. A fixed radius point method for non

breeding season use. The Auk. 103: 593-602.

IUCN . 2000. Red List of Threatened Species. Species Survival Commission (SSC) IUCN,

Gland, Switzerland.

Kershaw, A.S. 1973. Sampling test of Comparison and application of quadrate measures

Pp: 21-39. In: Quantitative and Dynamic Plant Ecology. Second edition. William

Clowes and Sons Limited, London.

Molur, s and S. Walker 1998. Report of the workshop “Conservation Assessment and Management Plan for reptiles of India” (BCPP – Endangered species Project), Zoo

Outreach Organization, Conservation Breeding Specialist Group, India, Coimbatore,

India 175 pp.



Molur S and S Walker (eds). 1998. Report of the Workshop “Conservation Assessment and Management Plan – CAMP for Mammals of India, (BCPP - Endangered Species

Project, Zoo Outreach Organisation, Conservation Breeding Specialist Group, India,

Coimbatore, India, 176 P.

Mueller-Dombois, D and H. Ellensberg. 1967. Aims and Methods of Vegetation Ecology.

John Wiley& Sons, New York.545.p.

Prater. S. H. (2005). The Book of Indian Animals. Bombay Natural History Society and

Oxford University press 12th Edn. pp. 316.

Ravi Chellam., Joshua, J., Williams, C.A. and Johnsingh A.J.T. 1994. Survey of potential

site for re-introduction of Asiatic Lions. Final Report. Wildlife Institute of India , 39

pp.

Rodgers, W.A. 1991. Technique for Wildlife Census in India, A field Manual. Technical

Manual. TM2. Wildlife Institute of India, Dehra Dun. India.81pp.

Sabnis, S.D and K.S. Rao 1983. Rare and Endangered Endemics of South Eastern Kutch. Pp

: 71-77. In: Assessment of Threatened Plants of India. S.K. Jain and R.R. Rao (eds).

Botanical Survey of India.

Sale, J.B. and K. Berkmuller, 1988. Manual of Wildlife Techniques for India. FAO, United Nation’s India Establishment of Wildlife Institute of India Dehra Dun.



Shah, G. L. 1978. Flora of Gujarat State. University Press, Sardar Patel University. Vallabh

Vidyanagar.174 PP.

Singh, H.S. 2001. National Heritage of Gujarat. GEER foundation, Gandhinagar. 262.Pp.

WCMC 1994. Status Report as of 24th November 1994. Gujarat Print out from plant

database. BG-BASE World Conservation Monitoring Center, Cambridge. Chapman

and Hall, London.



3.5. SOCIO ECONOMIC ENVIRONMENT

3.5.1 Introduction

Development of projects goes hand in hand with environmental impact and hence before

any project is undertaken the damages in relation to the benefits should be measured.

Unfortunately environmental issues are interdisciplinary, interactive, biological and

probabilistic and because the information is always deficient, the outcome has a

considerable degree of uncertainty or risk. This conflict between development and

conservation is difficult to reconcile. Environmental baseline, ecological reconnaissance

and environmental impact studies provide databases and quantitative assessment of

environmental factors related to development projects.

Any developmental activity will influence the socioeconomic conditions of the population

in the region and thus the Quality of Life (QOL). Socioeconomic survey is necessary in

EIA/EMP report preparation to predict the changes on social and economic status. Hence

baseline data for demographic characteristics, education, health, amenities and sensitive

locations existing in and around the project area have been studied in the study area. For

the study of socioeconomics 10 km radius around the site is selected.

The study area is an industrial base for sectors such as textiles, drugs, chemicals,

pharmaceuticals and agro and food processing industries. The most important sectors are

the Chemicals industries. The major language is Guajarati, Hindi and English with a

conglomeration of different cultures like Hindus, Muslims and the Christians. It is the

centre of Gujarati cultural activities and diverse traditions of different ethnic and religious

communities.

3.5.2 Socioeconomics

Village/town wise population, households, Occupation and Literacy status have been

collected based on Census, 2011 in the following aspects

1. Total population 08. Total worker females (main + marginal)

2. Population (0-6 years) 09. Main workers (Persons)

3. Literacy rate (Persons) 10. Marginal workers (Persons)

4. Literacy rate (Males) 11. Main workers (Persons)

5. Literacy rate (Females) 12. Non workers (Persons)

6. Total worker persons (main + marginal) 13. Non workers (Males)

7. Total worker males (main + marginal) 14. Non workers (Females)



3.5.2.1 Households A 'household' is usually a group of persons who normally live together and take their meals

from a common kitchen unless the exigencies of work prevent any of them from doing so.

Persons in a household may be related or unrelated or a mix of both. However, if a group of

unrelated persons live in a census house but do not take their meals from the common

kitchen, then they are not constituent of a common household. Each such person was to be

treated as separate households. The important link is finding out whether it was a

household or not was a common kitchen. There may be one member households, two

member households or multi-member households.

There are nearly households are found in the study area. The list of Households is

given in Table 3.5.1.

3.5.2.2 Population

Village/ town wise population composition as per 2011 census is listed in Table 3.5.1. The

male and female population is 39857 and 36351 respectively. The SC and ST population

from the total population is 11.60 and 2.44 % respectively.

The summarized data of population distribution is given in Table 3.5.1 and represented in

Fig 3.5.1.

Table 3.5.1 Population Composition

Population

299 1802 934 868 116 62 54 0 0 0

819 4228 2174 2054 113 61 52 0 0 0

461 2535 1229 1306 167 78 89 0 0 0

1564 7312 3983 3329 1218 660 558 327 191 136

1523 7605 4050 3555 1217 649 568 168 92 76

229 1169 596 573 0 0 0 52 30 22

704 4217 2205 2012 276 145 131 0 0 0

271 1440 730 710 66 39 27 0 0 0



103 568 285 283 5 4 1 0 0 0

139 731 373 358 67 36 31 8 3 5

182 1102 562 540 0 0 0 0 0 0

1008 4358 2352 2006 390 204 186 521 289 232

283 1669 829 840 22 14 8 0 0 0

3428 16637 8732 7905 2903 1535 1368 212 114 98

362 1852 951 901 284 153 131 0 0 0

87 445 229 216 0 0 0 0 0 0

98 520 270 250 0 0 0 0 0 0

151 671 360 311 165 88 77 31 13 18

136 754 415 339 0 0 0 26 14 12

593 3037 1555 1482 125 63 62 211 99 112

171 897 476 421 37 21 16 0 0 0

631 3165 1660 1505 554 294 260 36 20 16

1663 8041 4179 3862 1011 514 497 272 135 137

274 1453 728 725 101 53 48 0 0 0

*As per 2011 census data.



Fig 3.5.1 Percentage of Population distribution 3.5.2.3 Occupational structure

Work is defined as participation in any economically productive activity with or without

compensation, wages or profit. Such participation may be physical and/or mental in nature.

Work involves not only actual work but also includes effective supervision and direction of

work. It even includes part time help or unpaid work on farm, family enterprise or in any

other economic activity. All persons engaged in 'work' as defined above are workers.

Persons who are engaged in cultivation or milk production even solely for domestic

consumption are also treated as workers. Occupational structure is divided in to 3

categories viz., Main workers, Marginal workers and Non workers.

The distribution data for workers and non workers is given in Table 3.5.2 and Fig 3.5.2.

Main workers: Those workers who had worked for the major part of the reference period

(i.e. 6 months or more) are termed as Main Workers. There are 28758 total main workers in

this area.

Marginal workers: Those workers who have not worked for the major point of the

reference period (i.e. less than 6 months) are termed as marginal workers. The total

marginal workers are 2214.

Non workers: All workers, i.e., those who have been engaged in some economic activity

during the last one-year, but are not cultivators or agricultural laborers or in Household



Industry, are 'Other-Workers (OW)'. The type of workers that come under this category of

'OW' include all government servants, municipal employees, teachers, factory workers,

plantation workers, those engaged in trade, commerce, business, transport banking,

mining, construction, political or social work, priests, entertainment artists, etc. In effect, all

those workers other than cultivators or agricultural laborers or household industry

workers are other workers. The total Non workers are 45236.

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

MM/s

. T.R

.Ass

ocia

tes

3

.5.6

Tabl

e 3.

5.2

Occ

upat

iona

l Str

uctu

re

No.

N

ame

Tota

l Wor

kers

M

ain

Wor

kers

M

argi

nal W

orke

rs

Non

Wor

kers

T M

F

T M

F

T M

F

T M

F

1 SA

NAL

A 88

5 47

5 41

0 87

2 47

4 39

8 13

1

12

917

459

458

2 LI

LAPU

R 21

61

1337

82

4 20

34

1306

72

8 12

7 31

96

20

67

837

1230

3

JOD

HPA

R 13

83

772

611

1089

68

9 40

0 29

4 83

21

1 11

52

457

695

4 JA

MBU

DIY

A 27

83

2246

53

7 26

98

2191

50

7 85

55

30

45

29

1737

27

92

5 M

AKAN

SAR

3140

24

19

721

3008

23

23

685

132

96

36

4465

16

31

2834

6

SART

ANPA

R 52

9 34

2 18

7 42

8 33

8 90

10

1 4

97

640

254

386

7 PA

NEL

I 18

80

1272

60

8 17

97

1221

57

6 83

51

32

23

37

933

1404

8

RATA

VIRD

A 56

2 41

1 15

1 54

4 40

2 14

2 18

9

9 87

8 31

9 55

9 9

GID

ACH

21

5 17

0 45

20

4 16

7 37

11

3

8 35

3 11

5 23

8 10

KA

LIKA

NAG

AR

332

215

117

223

208

15

109

7 10

2 39

9 15

8 24

1 11

LA

KHD

HIR

PUR

356

319

37

339

311

28

17

8 9

746

243

503

12

LALP

UR

1784

14

10

374

1683

13

81

302

101

29

72

2574

94

2 16

32

13

SOM

ALPA

R 85

8 47

3 38

5 85

7 47

2 38

5 1

1 0

811

356

455

14

TRAJ

PAR

5872

50

78

794

5529

48

34

695

343

244

99

1076

5 36

54

7111

15

BH

ADIY

AD

662

547

115

646

533

113

16

14

2 11

90

404

786

16

MAD

HPA

R 17

0 13

4 36

16

9 13

4 35

1

0 1

275

95

180

17

NAV

AGAM

30

1 15

4 14

7 15

2 14

1 11

14

9 13

13

6 21

9 11

6 10

3 18

GU

ND

A 47

3 26

5 20

8 26

6 22

4 42

20

7 41

16

6 19

8 95

10

3

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

MM/s

. T.R

.Ass

ocia

tes

3

.5.7

19

ADEP

AR

296

253

43

293

250

43

3 3

0 45

8 16

2 29

6 20

D

HUV

A 10

35

825

210

934

813

121

101

12

89

2002

73

0 12

72

21

AMRE

LI

369

300

69

369

300

69

0 0

0 52

8 17

6 35

2 22

PI

PLI

1224

10

04

220

1089

95

5 13

4 13

5 49

86

19

41

656

1285

23

GH

UNTU

30

21

2543

47

8 28

69

2473

39

6 15

2 70

82

50

20

1636

33

84

24

UNCH

I MAN

DAL

68

1 40

5 27

6 66

6 40

4 26

2 15

1

14

772

323

449

To

tal

3097

2 23

369

7603

28

758

2254

4 62

14

2214

82

5 13

89

4523

6 16

488

2874

8

*As p

er 2

011

cens

us d

ata.

Fi

g 3.

5.2

Dis

trib

utio

n of

Wor

kers



3.5.2.4 Literacy

A person aged 7 years and above who can both read and write with understanding any

language has been taken as literate. It is not necessary for a person to have received any

formal education or passed any minimum educational standard for being treated as

literate. People who were blind and could read in Braille are treated to be literates. A

person, who can only read but cannot write, is treated as illiterate. All children of age 6

years or less, even if going to school and have picked up reading and writing, are treated as

illiterates.

The total number of literates and illiterates are 47052 and 29156 respectively (Table 3.5.3

and Fig.3.5.3).

Table 3.5.3 Literacy status

No. Name Lit Ilit

Total Male Female Total Male Female

1 SANALA 856 540 316 946 394 552 2 LILAPUR 2798 1559 1239 1430 615 815 3 JODHPAR 1778 964 814 757 265 492 4 JAMBUDIYA 4208 2637 1571 3104 1346 1758 5 MAKANSAR 4183 2533 1650 3422 1517 1905 6 SARTANPAR 669 411 258 500 185 315 7 PANELI 2413 1487 926 1804 718 1086 8 RATAVIRDA 680 438 242 760 292 468 9 GIDACH 296 177 119 272 108 164

10 KALIKANAGAR 476 284 192 255 89 166 11 LAKHDHIRPUR 620 364 256 482 198 284 12 LALPUR 2813 1700 1113 1545 652 893 13 SOMALPAR 792 475 317 877 354 523 14 TRAJPAR 11020 6427 4593 5617 2305 3312 15 BHADIYAD 1179 703 476 673 248 425 16 MADHPAR 348 188 160 97 41 56 17 NAVAGAM 344 210 134 176 60 116



18 GUNDA 429 259 170 242 101 141 19 ADEPAR 484 312 172 270 103 167 20 DHUVA 1528 918 610 1509 637 872 21 AMRELI 628 366 262 269 110 159 22 PIPLI 2239 1273 966 926 387 539 23 GHUNTU 5332 3100 2232 2709 1079 1630 24 UNCHI MANDAL 939 531 408 514 197 317

*As per 2011 census data.

Fig 3.5.3 Literacy levels 3.5.3 Amenities

Education, Medical, Water availability, Post & Telegraph, Communication, Banking facilities

and Power supply are considered for the study. Village wise list of amenities are given in

table 3.5.4 (as per 2001 Census).



Table 3.5.4 Amenities (Educational facilities)



*As per 2001 census data Drinking Water: T -Tap Water TK -Tank Water TW -Tube Well Water HP -Hand Pump R -River Water O -others W -well water C -Canal L -Lake Educational: P -Primary School C -College M -Middle school H -High School PUC -senior secondary school S - Higher secondary school Medical: H -Allopathic Hospital PHC -Primary Health Center PHS -Primary Health Sub-Center CHW -Community Health Worker

Transportation: BS-Bus RS-Railway Station

Approach to Village: PR-Paved Road MR-Mud Road FP-Foot Path

Power Supply: EA-Electricity for all purposes



MCW -Maternity & Child Welfare FWC -Family welfare center D -Dispensary H -Hospital HD -Homeopathic Dispensary TB -T.B.Clinic Post, Telegraph and Telephone: PO -Post Office PH -Telephone Connection 3.5.4 Site Specific Studies

The following site specific studies were been conducted in order to study the present Socio-

Economic conditions prevailing around the plant site for the establishment of an

interactive environment between the residents of the area with the proponent which

would be helpful for the proponent for the assessment of the required developments of the

area.

This study was done by looking and maintaining a good understanding of that locality as

well as their socio-Economic status which can help in the assessment of their Socio-

Economic status, Costumes, Requirements for the development etc. For such benefits the

following site study has been conducted.

3.5.5 List of Industries

The study area is an industrial base for sectors such as textiles, drugs, chemicals,

pharmaceuticals and agro and food processing industries. The most important sectors of

investment and employment are the Textile and Chemicals industries. The study area also

has small scale industries which generates employment to a large number of people.

Engineering, chemical, textiles, and paper products are the chief small scale industry

sectors present. List of industries with in the 10 km radius are as follows.

Sr. No. Name of nearby industry 1. Sober Ceramic 2. Starware Ceramic 3. Vinod Industries 4. Dell Ceramic 5. Regal Sanitary 6. Comet Vitrified



7. Neelkanth Sanitary 8. Anand Papermill 9. Boss Sanitary

10. Lion Roofing 11. Prapat roofing 12. Hari enterprise 13. Nobel Industries 14. Bhavna Industries

Fig. 3.5.4 Google image showing nearby industries



3.5.6 Culture

It is the centre of Gujarati cultural activities and diverse traditions of different ethnic and

religious communities. Popular celebrations and observances include Uttarayan - Kite

festival and Navaratri with people performing Garba - folk dance of the state of Gujarat.

People in the area are known for their specialty of folk art such as embroidery work.

Although there is a diverse tradition the locality is not found to be affected due to the

proposed plant.

3.5.7 Organization and Manpower

In any commercial manufacturing company, it is very important to have a proper

organization. This is more so in case the manufacturing involves various processes and

different technical disciplines.

M/s Pawan Formalin Pvt. Ltd is a proposed plant in Gujarat. Management control and areas

of responsibility should be well defined. Hence, for the purpose of this report, the

organization required for proposed plant, after commissioning of the new facilities, has

been considered. Manpower requirements have been assessed keeping in view the degree

of automation & computerization envisaged, minimum paper work, round the clock

operations etc.

The total requirement is 30 consisting of 25 male employees and 5 female employees for

the execution of work. The plant is located in a good industrial belt and hence it will not be

difficult to get qualified and skilled people

3.5.8 Impacts of the proposed project

The industry provided direct and indirect Employment for many of the local population. It

will create employment (30) and helps to improve the social status of the local community.

The proposed project is within the existing site hence no Rehabilitation or land acquisition

is needed for this industry. This project is not expected to generate any significant public

controversy.

Other impacts of the proposed project are:



Any industrial growth will improve economic status of the people either directly or

indirectly.

Creation of employment generation is an another positive impact anticipated from

this plant

The development of infrastructure (roads, lighting etc) may not only helpful for

transportation but also to improve aesthetic value of the site.

The proposed green belt plan also generates some employment (labor for plantation

development) and provide hygienic environment.

Non- workers comprises of 42.20% of the total population in the study area. This

intense unemployment fate can be for extent can be reduced.

A slight increase in traffic during construction would result as workers arrive and depart

the site and as materials and equipment are delivered. This temporary traffic increase

would represent only small fluctuations within the normal range.



4.0 ANTICIPATED IMPACTS AND MITIGATION MEASURES

4.1 INTRODUCTION

Environmental Impact can be defined as any change in environmental conditions which

may be adverse or beneficial occurred due to an action or set of actions under

consideration.

Environmental impact can be assessed by identifying the sources of the impact and

predicting the same. The identification of environmental impacts has been made by co-

relating the relationship between project activity and environmental parameters. The

project activities of the proposed project are usually divided into two phases:

Construction phase - The activities like mining, excavation, erosion, building

construction, transportation of construction material etc. are usually consider in the

construction phase.

Operation phase - The activities like transportation & storage of raw materials and

finished products, manufacturing process, resource consumption, emergency disaster

and green belt development has been considered in the operation phase.

The next step is prediction of impacts which is an important component in

environmental impact assessment process. Several scientific techniques and

methodologies are available to predict impacts of project developmental activities on

environment. Such predictions are superimposed over the baseline (proposed project)

status of environmental quality to derive the ultimate scenario of environmental

conditions. The prediction of impacts helps to prepare the Environmental Management

Plan (EMP) required to be executed during the on-going activities for the proposed

project to minimize the adverse impacts on environmental quality.

The third important component of the environmental assessment is the evaluation.

Based on the identification & prediction of the nature of impact on the environment, the

impact can be evaluated qualitatively & quantitatively.

The mathematical models are the best tools to quantitatively describe the cause-effect

relationships between sources of pollution and different components of environment. In

case, mathematical models are not available or it is not possible to identify/validate a



model for a particular situation, predictions could be made through available scientific

knowledge and judgments.

The environmental impacts can be categorized as either primary or secondary.

Primary impacts are those, which are attributable directly to the project.

Secondary impacts are those, which are indirectly induced and typically include the

associated investment and changed pattern of social and economic activities by the

proposed action.

The impacts have been prepared for the proposed Plant assuming that the pollution

continues to remain the same during the operation of the project. The proposed project

would create impact on the environment in two distinct phases.

During the construction phase which may be regarded as temporary or short term;

and

During the operation phase which would have long-term effects.

The construction and operational phase of the proposed Project comprises of various

activities each of which may have an impact on some or other environmental

parameters. Various impacts during the construction and operation phase on the

environmental parameters have been studied to estimate the impact on the

environment. The environment impact due to proposed activities will be evaluated

considering the following parameters:

Land use

Soil Environment

Air Environment

Water Environment

Noise Environment

Ecology

Socio – Economic Environment



4.2 IMPACT ON ENVIRONMENT DURING CONSTRUCTION PHASE

This includes the following activities related to leveling of site, construction and erection

of main plant structures and equipment.

4.2.1 Impact on Land use

The total available land for the proposed plant (built-up area) is 4216 m2. Rest of the

area is used for plant utilities, road, and green belt development. The proposed plant

area is more or less flat which require minimum leveling.

The construction under this program would bring certain immediate changes in the land

use pattern of the proposed area as well as in the vicinity. Temporary sites will be used

for construction works or housing of construction workers.

4.2.2 Impact on Soil Environment

Since, the proposed project will need new premises; there will be construction activities

to be carried out. There will also be installation of new machineries & equipments. But

all this would not make a huge damage to the present condition of land. Further the area

of the plant is flat. Leveling would not be required. Thus, topography will also remain

unchanged after execution of the proposal.

Thus, the impact on the soil during the construction will for short terms & insignificant.

4.2.3 Impact on Air Quality

Impact of construction activities on air quality is a cause for concern mainly in the dry

months due to settling of dust particles. The main sources of emission during the

construction period are the movement of equipment at site and dust emitted during the

leveling, grading, earthworks, foundation works and other construction related activities.

The dust emitted during the above mentioned activities depend upon the type of soil being

excavated and the ambient humidity levels. The impact is likely to be for short duration and

confined locally to the construction site itself. The composition of dust in this kind of

operation is, however, mostly inorganic and non-toxic in nature.

Exhaust emissions from vehicles and equipment deployed during the construction phase

also result in marginal increase in the levels of SO2, NOX, SPM, CO and unburnt

hydrocarbons. The impact will, however, be marginal, and temporary in nature.



4.2.4 Impact on Water Quality

Since the proposed project is a new project, it requires excess construction activities that

lead to adverse impact on the quality of water because large quantities of water will be

used for the construction activities. However, it will be used for the construction activities.

However, it will be for short period of time and temporary in nature. In addition, no

disposal of construction waste outside the plant and no leaching are anticipated. Thus the

quality and quantity of ground water will not have any permanent adverse impact.

4.2.5 Impact on Noise Levels

Heavy construction traffic for loading and unloading, fabrication and handling of

equipment and materials are likely to cause an increase in the ambient noise levels. The

areas affected are those close to the site. At the peak of the construction, marginal increase

in noise levels is expected to occur but they are temporary.

4.2.6 Impact on Terrestrial Ecology

Top soil will be lost during the construction of plant that may lead to soil erosion and

instability of ecosystem and loss of total biomass.

4.2.7 Impact on Aquatic Ecology

The construction of the plant is not likely to have any impact on aquatic eco-system, as

there are no water streams passing through the selected plant site.

4.2.8 Impact on Demography and Socio-economics

During the construction period, there will be increase in floating population. Additional

strain on civic amenities like road, transport, communication, drinking water, sanitation

and other facilities will take place, to meet the work force requirement. The project will

provide temporary employment of skilled and highly skilled manpower. Most of the people

will be employees of contractors/sub-contractors.

The non-workers [including marginal workers] in the 10 km radius study area constitute

about 44.27%. This indicates the availability of sizeable manpower required for the

construction activity.



Most of the employees deployed during the construction period will be from local area.

During the construction phase there will be increased demand of services. These include

hotels, lodges, public transport (including taxis), etc. There will also be ample opportunities

for providing these services. In addition to the opportunity of getting employment as

construction laborers, the local population would also have employment opportunities in

related service activities like petty commercial establishments, small contracts/sub-

contracts and supply of construction materials for buildings and ancillary infrastructures

etc. Consequently, this may lead to economic upliftment of the area.

The influx of population is very limited. It is anticipated that there will be no social conflicts

between the guest and host communities in the initial stages of development.

The movement of work force to and from the place of work and the movement of vehicles

carrying equipment and construction material is expected to increase the stress on the

local transport and road network. However, considering the number of people deployed,

the impact on road/traffic is marginal and temporary.

Consumer Prices: Usually the local population will be affected by inflationary trend

sometime later, when prices of local services and produce, egg, fish, vegetables, milk, etc.

start rising. This will happen only when a sizeable staff of the project and other associate

companies settle permanently in the area. However any such rise in consumer prices is

anticipated because the influx of population due to the project activities is minimal.

Transport and Civil Construction: The transport companies would benefit from the

construction of the plant.

Services: The services like retail shops, banks, and automobile workshops; health care,

etc. will expand in and near the plant.

Employment: Large-scale influx of material and money tend to increase the employment

opportunities.

Transport: Transport services on the connecting road will improve further.

Traffic: The plant construction phase will also see a moderate increase in traffic.



Development of Slums: The contractors have to necessarily provide basic amenities like

water supply, sanitation, electricity etc. at the labor camp to maintain hygienic condition

and aesthetics.

4.2.9 Public Expectation

Major occupation of the people in this area is industrial occupation. The people in the

area welcome the project, anticipating more jobs and more infrastructure facilities to the

local people, provided that the industry will not cause any pollution in the nearby

environment.

4.3 IDENTIFICATION OF POTENTIAL IMPACTS DURING OPERATIONAL PHASE

Both beneficial as well as potential adverse impacts may be expected on environment

from any development project due to its various activities associated with the

operations. The impacts may be direct or indirect, short or long term and reversible or

irreversible. However during the installation of proposed project, the size of the major

civil activities is insignificant, the impacts are of temporary. On the basis of the above

analysis, the potential significant impacts on the environment from the proposed project

are identified as below:

Soil Quality

Topography

Climate;

Air Quality;

Water Resources; Water Quality;

Noise Levels; Traffic;

Ecology and Demography and Socio-economics.



4.3.1 Impact on Soil

The generation and disposal of sludge from the treatment units are the likely sources of

negative impact on the soil characteristics.

Similarly there may accidental spillage of oil during the transportation of vehicle.

The main hazardous waste are ETP sludge, used oil & discarded plastic bags & source are

material handling, storage, plant, machinery & ETP.

ETP sludge will be stored in the isolated hazardous waste storage area within premises

having leachate collection system & roof cover. ETP sludge generated from ETP will be

disposed off to TSDF site. Used oil will be reused within premises as a lubricant/ sold to

registered recycler. Discarded plastic bags will be reused within premises & sold to

approved scrap vendor.

The fugitive dust from the plant during operation is likely to be deposited in the nearby

areas. However, the proposed dust extraction and suppression measures at the source will

significantly reduce this possibility. Further, the proposed greenbelt comprising

diversified species not only increases the biomass, soil fertility, and productivity but also

helps as pollution sinks. However all precautions will be taken to minimize pollution in

terms of aerial spread.

4.3.2 Impact on Topography

The major envisaged topographical changes would be due to the manmade structures like

civil structures and including erection of stacks. Nearly 4216 sq. mt. of land will be

converted for built-up which has negative impact but the impact is not significant.

However, it will invite positive impacts by land leveling (not significant leveling is not

required) and diversified species green belt with flowing plants will also improve aesthetic

look of the area. Regular maintenance (watering, fertilizer, insecticides/ pesticidal

application, pruning etc.), will be carried out for green belt development during operation

phase by appointing a gardener for this purpose.



4.3.3 Impact on Climate

The providing vegetation in the study area and the proposed green belt in the plant

premises will always have a cooling effect to offset any increase in temperature. The

thermal pollution is only confined to small distance and the proposed greenbelt not only

nullifies the thermal emissions but also it helps to keep surrounding ambient air cool.

4.3.4 Impact on Air Environment

The proposed project utilities like steam boiler will be required for production process,

which may have emission due to the combustion of fuel used in utility operation. D.G.

sets are also proposed for emergency power generation to meet the major requirements

of power during failure of supply from electricity department. Hence, considering these,

it is envisaged that during the operation phase impacts on air would arise due to the

fugitive emission mainly from operation of boiler and occasionally from DG set. Hence,

the study of impacts for the fugitive & stationary emissions have been conducted to

assess the potential impacts as well as to cite the efficiency of planned mitigation

measures and to suggested further mitigation requirements.

4.3.4.1 Stationary Emissions

The emission from Steam boiler will be the only source of SPM as it will be utilising Coal

/ White coal as fuel. The SPM level in final emission from the boiler will be within

statutory norms; as the boiler will be designed with internal baffles and other similar

control aspects, which will trap the SPM in hot air.

It has been noticed that minor quantity of SO2 & NOX will be released in environment.

This emission will reduce the impacts to acceptable level if adequate height of stack and

internal diameter at top is provided for uniform & proper velocity of emission. The stack

so design will help in efficient dispersion of SO2 to avoid high ground level concentration

in ambient air of surrounding area. Hence, it has been planned to provide stack of

adequate height from ground level with internal diameter at top considerable emission

of SO2. Similar to the above citation, impacts of emission of SO2 will be reduced to

acceptable level during normal operation with stack of adequate height & internal

diameter at top.



Beside of SPM, SO2 & NOX emission will also be expected from Boiler and DG set. To

minimise the level of NOX in emission technology with low NOX burner will be used

wherever available from manufacturer. In addition to this, as mentioned above,

adequate stacks are planned for the DG sets, Boiler, which will be efficient to minimise

the impacts of residual NOX in emissions. As it has been mentioned in earlier paragraphs,

considerable emission of SPM, SO2 & NOX is anticipated from the utilities of the proposed

project. Hence it has become necessary to further study the impacts of the emission on

air quality to evaluate probable change in air quality parameters.

4.3.4.2 INPUT DATA FOR DISPERSION MODEL (AERMOD VIEW – 8.2)

A. Input data of Flue gas stack

The proposed unit will operate steam boiler to generate stream required during

manufacturing process. The details of flue gas stack are as follows:

Table 4.1: Flue Gas stacks details

Sr.

No.

Stack

attached

to

Height of

the stack

In meter

Fuel APC

System

Expected

Pollutant

GPCB

Limit

1

Steam Boiler

(1 MT)

30

(Common Stack)

Coal / White Coal

–2.314 MT/D

Multi cyclone

Dust Collector

PM

SO2

NOx

As per GPCB

Norms

2 D. G. Set

300 KVA 6 HSD 35

L/Hr -- HC

As per GPCB

Norms

Note: D.G. Set will be only used when power failure.



Input data:

Stack Identification Boiler Stack

Stack Height 30.0 m

Vent Diameter 1.0 m

Exit stack gas velocity 1.8 m/s

Exit gas temperature 160 oC

Ambient temperature 27 oC

Particulate Matters 5.16 gm/sec

Sulfur Dioxide 0.219 gm/sec

Nitrogen Oxide 1.071 gm/sec

B. Primary Meteorological Data:

Primary meteorological data is used for Aermod View – 8.2. This data is attached as

Annexure – A.

4.3.4.3 Prediction and Assessment of Impact:

The Gaussian model is used to predict the centerline ground level concentrations of

suspended particulate matter, sulfur dioxide and nitrogen oxides in the surrounding

study area. The prediction is done in relation to the source strength and meteorological

conditions for the study period.



The centerline ground level concentrations for Particulate Matter, Sulfur Dioxide and

Nitrogen Oxides in the study area for all the stability conditions are calculated for the

maximum emission load.

For the calculations, meteorological data like average wind speed, wind direction,

relative humidity, precipitation, dry bulb temperature, cloud cover, ceiling height,

emission rate of SPM, SOx & NOx and stack height & diameter during period November,

December 2013 and January 2014 is considered.

Predicted ground level concentrations of SPM, SO2 and NOx are presented in the Figure

4.1, 4.2, 4.3 and table 4.2, 4.3 & 4.4.

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

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Hex

amin

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Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

MM

/s. T

. R. A

ssoc

iate

s

4

.12

Fig.

No.

4.1

Gro

und

leve

l con

cent

rati

on o

f SPM

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

MM

/s. T

. R. A

ssoc

iate

s

4

.13

Fig.

No.

4.2

Gro

und

leve

l con

cent

rati

on o

f SO

2

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

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in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

MM

/s. T

. R. A

ssoc

iate

s

4

.14

Fig.

No.

4.3

Gro

und

leve

l con

cent

rati

on o

f NO

x



Table 4.2 Predicted 24 hourly short term incremental Concentrations of SPM

Sr. No.

Monitoring Stations

Existing monitored maximum SPM concentration μg/m3

Predicted SPM Concentration μg/m3

Total SPM Concentrations implementation of the proposed project μg/m3

1 Project site 79.8 9.5 89.3

2 Nava Jambudiya 77.2 9.5 86.7

3 Juna Jambudiya 80.2 9.5 89.7

4 Rafaleshwar 79.8 9.5 89.3

5 Jodhpar 77.7 4.5 82.2

6 Bhadiyad 77.7 9.5 87.2

7 Paneli 80.3 9.5 89.8

Table 4.3 Predicted 24 hourly short term incremental Concentrations of SO2

Sr. No.

Monitoring Stations

Existing monitored

maximum SO2 concentration

μg/m3

Predicted SO2 Concentration

μg/m3

Total SO2

Concentrations implementation of the proposed

project μg/m3

1 Project site 17.1 1.5 18.6

2 Nava Jambudiya 20.7 0.9 21.6



5 Jodhpar 20.7 2.5 23.2

6 Bhadiyad 20.7 0.9 21.6

7 Paneli 15.3 1.5 16.8



Table 4.4 Predicted 24 hourly short term incremental Concentrations of NOx

Sr. No.

Monitoring Stations

Existing monitored maximum

NOx concentration

μg/m3

Predicted NOx Concentration

μg/m3

Total NOX Concentrations implementation of the proposed

project μg/m3

1 Project site 26.8 4.5 31.3

2 Nava Jambudiya 25.5 3 28.5



5 Jodhpar 30.7 6.5 37.2

6 Bhadiyad 30.7 6 36.7

7 Paneli 24.7 6 30.7

After implementation of the proposed project, these concentrations are found to be well

below the permissible NAAQS norms for rural/residential zone and Industrial zone.

Therefore, the proposed activity is not likely to have any significant adverse impact on

the air environment.

4.3.5 Impact on Water Environment

Water is essential for domestic, agriculture, industry and commercial use. The industrial

activity can have direct impact on the end users. Impact on water environment due to

the proposed project will be in terms of water use, wastewater generation and its

disposal.

The main source of water supply for the industrial operations will be; the own bore

wells. The ground water is easily available in the surrounding area. There will be minor

negative impact on availability of natural water resources in the study area (Ground and

Surface Water).



4.3.6 Impact on Noise Environment

The incremental increase in noise levels due to the operation phase of the Plant has been

done. Noise levels are mainly generated from DG set and compressor house. The noise

sources have been defined with respect to plant center.

4.3.6.1 Observation

The noise due to operation of the proposed project will not have any bearing on the

baseline noise levels due to masking effect.

The operators, workers and other personnel within the plant, however, have to be

provided with protective measures such as earplugs at the noise generating units. The

noise protective enclosures shall be provided at the noise generating units. The

permissible noise exposure for the workers working at the noise sources is listed in the

following Table 4.5. Hence measures shall be taken to avoid such exposures.

Table 4.5 Permissible Noise Exposures for Industrial Workers

Exposure Time (in

hr/day)

Limit in dB

(A)

8 90

4 93

2 96

1 99

½ 102

¼ 105

1/8 108

1/16 111

1/32 (2 minutes or loss) 114



1 Exposure to continuous or intermittent noise louder than 115 dB (A) should not

be permitted.

2 Exposure to pulse or impact noise should not exceed 140 dB (Peak Acoustic

Pressure).

Green belt also acts as barriers for noise dispersion. So in addition to the plant noise

control measures, all the open areas within the plant premises and all along the plant

boundary will be provided with adequate green belt to diffuse the noise dispersion.

4.3.7 Impact on Ecology

The removal of herbaceous vegetation generally causes loosening of topsoil. It also leads

to soil erosion. The biomass will be reduced and leads destabilization of ecosystem.

However, such negative impacts would be reversible in to positive impacts by

development of thick green belt and in a course of time that leads sustainable ecosystem.

The impacts on natural vegetation and species diversity will be positive due to the

proposed plant. There will be few tree cutting and shrub removal will take place.

Wherever possibility is there, the entire tree will be uprooted and planted at different

places. The proposed green belt development scheme will enhance the biomass and leads

to sustainable development. The avenue plantation along the road side also acts as sinks of

vehicular emissions. The green belt will enrich soil organic matter thereby nitrogen. It will

help as noise barrier. Green belt control temperature and keep the surroundings cool. It

will attract avifauna and create suitable habitat to micro flora and fauna. The green belt

will help as a sink to dust and gaseous pollutants. On the whole it has a positive impact on

the environment.

4.3.8 Impact on Socio-Economics

The impacts of the proposed plant would begin to be felt with the start-up of the

operational activities.

The present trend of out migration for people is likely to reduce due to better employment

opportunities in the area;



The plant will result in considerable growth of service sector and will also generate new

industrial and business opportunities in the area. The ancillary facilities, would act, as an

active nucleus for business activities.

The socio-economic impacts discussed in the construction phase of the proposed plant will

also be manifested during the operation phase in the following manner.

Increase in consumer prices of indigenous produce and services, land prices, house rent

rates and labour prices.

Some increase in services catering to the additional population will occur due to the

setting up of the plant.

Influx of persons with higher spending power and different socio-cultural background

will improve the socio-cultural environment of the area.

Improvement in transport, communication, health and educational services.

Increase in employment due to large flow of financial and material resources through

increased business, trade commerce and service sector.

4.4 ENVIRONMENT MANAGEMENT PLAN

4.4.1 Introduction

Preparation of Environmental Management Plan (EMP) is required for formulation and

monitoring of Environmental Protection measures during and after commissioning of

project. The plan should indicate the details as to how various measures have been or

are proposed to be taken including cost components as may be required. Cost of

measures for environmental safe guards should be treated as an integral component of

the project cost and environmental aspects should be taken in to account at various

stages of the project.

a. Conceptualization : Preliminary environmental Assessment

b. Planning : Detailed studies of environmental Impacts and design

of safe guards

c. Execution : Implementation of Environmental safety measures

d. Operation : Monitoring of effectiveness of built in safe guards



The assimilative capacity of the study area is the maximum amount of pollution load that

can be discharged in the environment without affecting the designated use and is governed

by dilution, dispersion and removal due to natural physico-chemical and biological

processes. The Environment Management Plan (EMP) is required to ensure sustainable

development in the area of the proposed plant. Hence, it needs to be an all encompass plan

for which the proposed industry, Government, Regulating agencies like Pollution Control

Board working in the region and more importantly the affected population of the study

area need to extend their co-operation and contribution. The identification and

quantification of impacts based on scientific and mathematical modeling.

The Management Action Plan aims at controlling pollution at the source level to the

possible extent with the best available technology followed by treatment measures before

they are discharged.

The recycling and re-use of industrial waste not only reduces the waste generated but

can be an economic gain to the industry.

4.5 ENVIRONMENT MANAGEMENT PLAN (EMP) DURING CONSTRUCTION

The impacts during the construction phase on the environment would be basically of

transient nature and are expected to reduce gradually on completion of the construction

activities.

4.5.1 Site Preparation

Since the project site terrain is almost flat, some minimal leveling is only required.

Vegetation on topsoil is removed prior to commencement of bulk earthwork. During dry

weather conditions, dust may be generated by activities like excavation and

transportation through un-metalled roads. The dust will be suppressed using water

sprinkling and may continue after completion of construction, as there is a possibility of

heavy truck movement. The industry will make provision for water sprinklers.

The construction under this program would bring certain immediate changes in the land

use pattern of the proposed area as well as in the vicinity. There will be permanent

change (only in the buildup and storage area) in the land use pattern of the area.

As soon as construction is over the surplus earth will be utilized to fill up low-lying areas,

the rubbish will be cleared and all un-built surfaces reinstated. Cutting of trees will be



minimized as far as possible. Enough space will be kept for treatment and solid waste

disposal.

The maximum topsoil cover thickness at the plant site is about 1-m. The topsoil

removed during the leveling will be stacked separately and will be used during the

greenbelt development. Herbs and shrubs will be removed prior to commencement of

bulk earthwork. Removal of trees will be avoided as far as possible based on the

construction plan. Medium trees size trees will be uprooted and planted in the designed

green belt.

Greenbelt development program will start simultaneously along with civil constructions.

Proper planning during construction period will minimize the upper soil contamination.

So attentions shall be paid with minimum contamination to the soil.

4.5.2 Air Quality

Transportation of vehicles will result in marginal increase in the levels of SO2, NOX, SPM,

CO and unburnt hydrocarbons. The impact will, however, be marginal, and temporary in

nature. However, proper maintenance of vehicles can minimize emissions. Dust

suppression by covering and water sprinkling and maintenance of vehicles will be

carried out to keep air quality to the minimum negative impact on the surroundings. All

internal roads will be paved with Bitumen or Concrete to avoid dust emissions.

4.5.3 Water Quality

During construction period, in rainy season the water quality is likely to be affected due

to the construction work and loosening of topsoil. This is likely to increase the

suspended solids in the run-off during heavy precipitation. In order to reduce the

impact on water quality, temporary sedimentation tanks will be constructed for the

settlement of the suspended matter.

Temporary sanitation facilities (soak pits/septic tanks) will be set up for disposal of

sanitary sewage generated by the work force as per the prevailing labor laws. The overall

impact on water environment during construction phase due to proposed plant is likely to

be short term and insignificant and they will be managed by providing drinking water

facility and sanitation facilities at the site during construction phase.



4.5.4 Noise Levels

The noise effect on the nearest inhabitants during the construction activity will be

negligible. However on site workers using high noise producing equipment will adopt

noise protection devices like earmuffs. Noise prone activities will be avoided to the

extent possible during night particularly during a period 9 PM to 6 AM in order to have

minimum environmental impact on the neighborhood environment. High noise

generating equipment, if used, will not be operated during the night to eliminate any

possible discomfort to the nearby residents. Community noise levels are not likely to be

affected because of the vegetation and likely attenuation due to the physical barriers.

Overall, the impact of noise generated on the environment is likely to be insignificant,

reversible and localized in nature and mainly confined to the day hours.

4.5.5 Ecological Aspects

During construction period, there could be clearing of herbs and shrubs in order to

prepare the site for construction. However, this will be mitigated by proper land scalping

and extensive plantation along with the construction of the plant. A comprehensive

green belt program will improve the ecological condition of the region.

4.5.6 Storage of Hazardous Materials

The hazardous materials used during the construction may include diesel, welding gas

and paints. These materials will be stored and handled according to the guidelines

specified under the Hazardous Waste (Management, Handling, & Transboundary

Movement) Rules, 2008 and amendments thereafter (by MoEF/CPCB). Some of the

precautions of storage include the following:

Dyked enclosures will be provided which will be able to contain complete contents of

the largest tank;

Diesel and other fuels will be stored in separate dyke enclosures;

Tanks having a diameter of more than 30 m will be separated by fire walls from

other storage tanks; and

The distance between the storage tanks will be at least half their height.



4.5.7 Site Security

Adequate security arrangement will be made to ensure that the local inhabitants and the

stray cattle are not exposed to the potential hazards of construction activities.

4.5.8 Migrant Laborers

Safe and secure camping area will be provided for the migrant laborers during the

construction period. Adequate arrangements will be made for water supply, sanitation

and cooking fuels. The construction site will be provided with sufficient and suitable toilet

facilities for workers to allow proper standards of hygiene. These facilities would be

connected to a septic tank and maintained to ensure minimum environmental impact.

Table 4.6 Negative Impacts and Mitigations during Construction Phase

Constructional Impact

Discipline Negative

Impacts

Probable

Source

Mitigative Measures Remarks

Air Dust due to

construction

al activities

Civil

activities

Maintenance of vehicles and

Sprinkling of water in the

construction area and unpaved

roads.

The impacts

are temporary

Noise Increase in

noise level

Civil

activities

Maintenance of vehicles,

equipment with proper civil

planning will reduce increase in

noise levels. They will be kept in

good condition to keep the

noise level within 90 dB (A).

If necessary,

workers will

be provided

necessary

protective

equipment

e.g. ear plug,

earmuffs.

Water Increase in

suspended

solids due to

Loose soil at

constructio

n site

The land required for the built

up is 4216 m2. Soil erosion will

be kept minimum. A non-

scouring, non-silting storm

The impacts

are

temporary.



Constructional Impact

Discipline Negative

Impacts

Probable

Source


soil run-off. water drain will be laid from the

plant and a rainwater

harvesting structure is

proposed at a strategic location

to arrest the run-off water.

Terrestrial

Ecology

Clearing of

Vegetation

Soil erosion

and

reduction of

biomass

Leveling operations are

minimum. Sprinkling of water

and topsoil preservation and

Systematic plantation will

reduce soil erosion and double

the biomass.

The impact is

temporary.

Socio-

economy

Infusion of

labour and

health

Temporary

houses

Water supply and good sanitary

conditions with hygienic

environment will decrease

negative impact.

The change is

temporary

4.6 ENVIRONMENTAL MANAGEMENT PLAN (EMP) DURING OPERATIONAL STAGE

The EMP in the design stage endeavors to mitigate the problems related to health, safety

and environment at the process technology selection stage and at the design stage. The

proposed laminated sheet plant will be designed taking into account all applicable

standards/norms (IS, CPCB, MoEF and CREP guideline) both for regulatory and safety

purpose.

Environment management at design stage includes all the steps undertaken at the

design stage by the project proponents to meet the statutory requirements and towards

minimizing environmental negative impacts. The design basis for all process units will lay

special emphasis on measures to minimize pollutant generation and emission control at

source.



4.6.1 Soil Quality

The generation and disposal of sludge from the treatment units are the likely sources of

negative impact on the soil characteristics.

Similarly there may accidental spillage of oil during the transportation of vehicle.

The negative impacts will be minimum as the solid waste generated in the plant

disposed off to the consumers in regular manner. Hence the impact of solid generated in

the plant is minimal.

The fugitive dust from the plant during operation is likely to be deposited in the nearby

areas. However, the proposed dust extraction and suppression measures at the source will

significantly reduce this possibility. Further, the proposed greenbelt comprising

diversified species not only increases the biomass, soil fertility, and productivity but also

helps as pollution sinks. However all precautions will be taken to minimize pollution in

terms of aerial spread.

Construction activities will bring a significant change to the topsoil of the project area

due to excavation, stacking of construction material etc. There will not be any significant

change in topography due to project.

Some construction activities will disturb the soil profile but that will be temporary and

having insignificant impact. Original form of the topsoil will be largely restored and even

enhanced due to activities like beautification of premises, development of garden etc.

4.6.2 Air Quality Management

Critical air pollutants from the plant are Particulates and Oxides of Sulfur and Nitrogen

and fugitive emission.

There is total 2 stack used for emission of pollutants.

The following methods of abatement will be employed for the air pollution control.

Proposed Air Pollution Control measures

Exhaust from both technological and ventilation equipment would be treated and

thrown to atmosphere at a height according to air pollution control norms. Multi cyclone



dust collector will be installed to control Particulate matter. Proper Stack heights have

been suitably selected (30 m for steam boiler) so as to ensure that ground level

concentration of pollutants remains within the permissible limits.

4.6.3 Water Management

The wastewater generated from the manufacturing process, boiler & cooling tower will

be treated in the effluent treatment plant. It will be finally evaporated in Multiple Effect

Evaporator & reused in process. So industry will maintain ZERO DISCHARGE.

Domestic effluent from the various buildings / sheds of the plant is conveyed through

separate drains to septic tanks. The effluent from the septic tank is disposed off through

soil percolation by providing dispersion trenches / soak pits.

Water Consumption

The water requirement of the unit will be satisfied through Bore well. The Industrial

water consumption for proposed plant will be 64 KL/Day (Fresh water: 57.3 KL/D,

Reuse water: 6.7 KL/D), which will be used for various industrial purpose. In it,

Domestic water consumption for proposed unit will be 2.35 KL/Day. The unit will

develop Green Belt Area within the industrial premises hence the water requirement for

gardening purpose will be 8 KL/day (Fresh 5.8 and 2.2 Reuse) So therefore, the total

water requirement will be 65.45 KL/ Day.

Waste Water Generation

The total Waste water Generation will be 6.65 KL/ Day. In this the domestic waste water

will be 2.2 KL/Day and it will go to soak pit through septic tank. Waste Water will be

generated from Cooling reject, Boiler blowdown and R.O Reject will be about 6.65

KL/day from manufacturing process. This will be treated in the Multi Effect Evaporator.

Treated water will be reused in process. Thus industry will maintain ZERO DISCHARGE.

The Category wise details of water consumption and wastewater generation are shown

in Table 4.7 and in Fig. 4.4



Table 4.7 Water consumption and Waste Water Generation details

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd

MM

/s. T

. R. A

ssoc

iate

s

4

.28

Fig.

4.4

Wat

er B

alan

ce D

iagr

am

Not

e: In

dust

ry w

ill m

aint

ain

Zero

dis

char

ge.



Waste Water Management System

Effluent Treatment Plant

Process

Industrial wastewater generated due to manufacturing process, cooling, boiler & Scrubbing process will be collected in Primary Collection tank and equalized the effluent to make homogeneous mixture.

Then this effluent will be sent to Multi Effect Evaporator.

The condensed water will be reused in the process.

Fig. 4.5 Flow Diagram of ETP

Effluent Collected in

Collection cum equalization tank

Multi Effect Evaporator

Sludge sent to TSDF Site

Reused back in process



Table 4.8 Capacity of ETP units

Sr. No. Name of the units Volume Lit. No. of Unit

1 Collection Tank 10000 2

2 Multi Effect Evaporator 600 L/Hr 1

4.6.4 Noise Level Management

Due to technological reasons, it may not be practicable to entirely eliminate all noise but

the noise levels could be brought down to acceptable limits wherever possible. The

major equipment of high noise production can be identified as DG set. Various measures

include the reduction of noise at source, providing acoustic lagging for the equipment,

isolating the noise-producing instrument. Regular maintenance, arresting vibration and

oil/greasing shall be done to ensure that the noise limits are well below the limits. They

shall ensure that during day (6 AM to 10 PM) and night time (10 PM to 6 AM) noise Leq

values shall be below 75 and 70 dB (A) at the plant boundary as per the CPCB norms.

The specifications for procuring major noise generating machines/equipment will

include built in design requirements to have minimum noise levels meeting

Occupational Safety & Health Association (OSHA) requirement. Appropriate noise

barriers/shields, silencers etc. will be provided in the equipment, wherever feasible.

4.6.5 Solid & Hazardous Waste Management

The hazardous waste such as ETP sludge, used oil and discarded bags arises from ETP,

material handling & machinery. It shall be stored on own land earmarked for effective

management. The various type of solid waste generated should be stored separately in

scientific manner so that it should not adversely affect the air quality, becoming air

borne by wind or water regime during rainy season by flowing along with the storm

water.

The type and quantity of hazardous waste generated and their utilization is given in the

following table:



Table 4.9 Hazardous waste generation and their disposal

Sr.

No. Description Category Quantity Mode of Disposal

1 ETP Sludge 34.3 16.25

MT/Month

Collection, storage and

Disposal at TSDF Site

2 Used Oil 5.1 25 Lit./

Month

Collection, storage and used

within premises as a lubricant

/ sold to registered recycler.

3 Discarded Plastic

bags 33.3

6940 Nos./

Month.

Collection, storage & sell to

authorized vendor



4.7 GREEN BELT DEVELOPMENT

The proposed green belt development plan in and around the plant area is covering

3096 m2 of total land. The tolerant species with diversity will be planted which will help

in suppression of fugitive dust, attenuate noise levels and provide aesthetic background.

Nearly 465 plants (one hectare nearly 1500 plants) will be planted for the development

of green belt.

Table 4.10 Categorization of the area for project and greenbelt

Sr.

No. Details Area, m2 %

1 Built – Up Area 4216 41.90

2 Green Belt 3096 30.77

3 Open/ Road Area 2748 27.33

Total Plot Area 10060 100

In the layout the green belt is planned keeping in view of the following CPCB guidelines

The built-up are of the plant shall not be more than 50% of total area’. In this case

the built up is only 41.90 % out of the total area.

The green belt helps to check soil erosion, make the eco-system more sustainable, make

the climate more conductive and restore water balance. The main objective of the green

belt is to provide a barrier between the plant and the surrounding areas. The green belt

helps to capture the fugitive emissions and to attenuate the noise generated in the plant

apart from improving the aesthetics of the plant site.



The green belt development program will go simultaneously in phased manner along with

the civil activities.

The green belt will be developed in such a way that the industry will not be seen from

the outside premises.

The published ‘Guidelines for developing Green belts’ by CPCB (2007) will be taken in to

consideration

Procedure for Transplantation of full-grown Trees Method

If trees are not very old they can be transplanted easily. The percentage of survival can

be hundred per cent if the work is done properly and during the rainy season. The

following steps are involved:

1. The sites where the trees are to be shifted should be selected first. The sites should

be free of overhead telephone or power lines. Large pits should be dug at these sites to

comfortably accommodate the ‘tree roots’ ball of earth.

2. Distance between pits depends on the variety. In case of short varieties with a small

spread, the distance should be 10 ft. for tall varieties with spreads of between 15 ft. and

20 ft. on either side, the distance should not be less than 30 feet.

3. When pits are dug at the selected sites, their sizes would depend on the

dimensions/age of the tree. For trees of medium size the pit size will be around 8 feet in

diameter and 5 feet deep.

4. Adequate quantity of soil and manure mixture @ 4:1 is necessary for each pit. A

little bone metal can also be added. To start with only about 6” soil mixture is to be filled

in each pit and watered well to form a puddle before the actual transplantation.

5. Before transplantation, the trees should be ‘extensively pruned’. That is, the foliage

should be completely removed and all the branches should be cut off with a pruning saw.

No other implement should be used. The cut surfaces should be painted with non-

synthetic white paint to anaesthetize these portions. ‘Extensive pruning’ helps in easier

‘replanting balance’ and handling, thereby reducing the shock effect. This also aids the

plant roots in recovering and adhering to the new soil and reduces transpiration and/or

loss of moisture.



6. The trees are now ready for lifting or uprooting. A deep trench of at least 3 feet

away from the trunk in the case of trees with a girth of up to 6”. The depth of the trench

and its distance from the trunk would therefore vary with the size of the tree. The trench

should be dug to gradually coverage towards the base of the tree so that ‘tree roots’ ball

of earth can ultimately be detached from the ground.

7. The trees are then to be lifted with the help of a crane of suitable size. Before lifting,

a piece of gunny should be would round the trunk, with a few wooden batons secured

around the gunny pack on the outside by a steel wire rope. This will facilitate lifting

without injuring the bark. Immediately the ‘tree roots’ ball should be sprayed with

potassium phosphate solution and then wrapped and tied with a piece of very wet

gunny.

8. Before replanting, the soil at the base of the pit should be watered heavily after

which the uprooted tree along with the ‘tree roots’ ball should be lowered carefully into

the new pit with the help of crane.

9. The empty space in this pit is to be filled with the previously prepared mixture of

soil, bone and manure and thoroughly rammed in tightly, so that no air gaps are left

inside the soil. Air gaps could result in fungal infection to the roots. Sand can also be

added which will fill up the air gaps when watered.

10. The trunk can now be sprayed with Blytox, a copper sulphate compound whose

action is anti-fungicidal in nature.

11. The transplanted tree should be watered heavily at the base.

12. Guy ropes, angle iron or bamboos should be used for a few days to secure the tree

till the soil hardens around the transplanted tree to hold it erect.

13. Four to five days after transplantation the trunk can be sprayed with potassium

nitrate solution for facilitating the initiation of new shoots.

14. If rains are inadequate watering should continue for three months.

Wind breaker plant species will be (eg. Eucalytus, Casuarina, Polyanlthia etc.) will be

planted around the periphery of near boundary walls.



Potted plants and climbers will be used on the roof tops. Money plants like climbers will

be used and make them to hang to avoid penetration dust inside the working areas.

These climbers will be sprinkled regularly to remove adhered dust particles.

Grass mat along with combination flowering shrubs will be planned along the rest

rooms. All the corners inside the rooms of administration building and along the stair

case, potted shrubs will be put and change time to time for watering, pruningand

fertilizing.

Choosing native plant species which suits to local environmental conditions will be

encouraging (percentage survival) and also for sustainable ecosystem development.

Plants with flowering will give good aesthetic look. Fast growing species with more

calorific value is preferable. Necessary help will be taken from the local DFO in

development of green belt. Based on the demand of nutrients by soil the fertilizer input

shall be given. These trees will be planted in about different rows with a tree density of

1500 trees/ha. The interspaces will be planted with grasses, bushes and hedges. More

number of rows is preferred in N & NE direction as wind is blowing from S & SW

direction. The treated sewage effluent from the plant will be used for watering the green

belt. The recommended plant species for green belt is given below given below: The

Greenbelt plan is depicted in Table-4.11.

Table 4.11 Recommended Plant Species for Green Belt Development

SI.

No Botanical Name

Common

Name

Ht. in

metres

Colour of the

flower

Flowering

time

1 Acacia arabica Babool 8.0-

10.0 Yellow

March-

May

2 Aegle marmelos

(V. limiled) Bel

8.0-

10.0

Greenish white

fruit plant

March-

April

3 Albizia lebbeck

(A.procera) Siris

10.0-

15.0

Pale-greenish

yellow April-May



4 Artocarpus

integrifolia Kathal 6.0-8.0

Feb.-

March

5 Anogeissus latifolia Dhaura 10.0-

15.0 Greenish Sept.-Jan.

6 Anacardium

occidentale Cashew 3.0-4.0 Cream Jan.-Feb.

7 Anthocephalus

cadamba Kadam

10.0-

15.0 Yellow Oct.-Dec.

8 Bauhinia variegata Kanchan 7.0-8.0

White-

variegated

with purple &

white

Feb.-April

9 Cassia fistula

Indian

Lambumum

Amaltas

9.0-

13.0 Yellow

March-

May

10 Cassia nodosa Pink "Mohur" 12.0-

14.0 Rose pink April-May

11 Casuarina

equisetifolia Jhau

10.0-

15.0

Flowers

inconspicuous

March-

May

12 Delonix regia Gold Mohur

Gul Mohur

8.0-

12.0

white-orange

Red April- June

13 Eucalyptus hydrid Blue Gum tree 20.0-

25.0 Cream May-June

14 Nyctanthes

arbortristic Siuli 2.0-3.0 White Oct.-Nov.



15 Lagerstroemia

floreginae Jarul

7.0-

10.0 Liliac May-June

16 Mangifera indica Am 7.0-8.0 White Feb.-

March

17 Mimusops elengi Bakul 4.0-5.0 White Nov.-Dec.

18 Nerium odorum Karabi 2.0-4.0 Red, white Feb.-

March

19 Peltophorum

ferruginium Radhachura

10.0-

15.0 Golden-yellow May-Oct.

20 Pithecellobium dulce Jungle Jalebi 8.0-

10.0 White

March-

April

21 Putranjiva roxburghii Indian Amulet

tree

8.0-

10.0

Flowers

inconspicuous

March-

April

22 Polyalthea longifolia Debdaru Foliage March-

June



4.8 RAIN WATER HARVESTING

A. Introduction:-

Rainwater Harvesting is generally putting back rainwater in to the underground

formation, where it will be stored in underground reservoirs (Aquifer) so that we can

draw it whenever we need it.

“NEED”

To reduce ground water pollution.

To augment the ground water storage and decline of Water Level

To improve the quality of ground water.

To reduce the soil erosion.

To avoid flooding of roods.

The harvested rain water can be used for flushing, washing, gardening, irrigation, fire

fighting and even consumption with necessary treatment, Rain water is the purest form

of water available to us.

Components:-

Catchment

Collection system

Filtration unit

Storage system

Technology:-

1. Storage in artificial above or underground tanks.

2. Recharging aquifer directly through tube wells with necessary treatment.

3. Recharging aquifer by percolation / Soakage in the ground.



Aquifers best suited for artificial recharge are those that absorb large quantities of water

and do not release them too quickly.

Theoretically this means that the vertical hydraulic conductivity is high while the

horizontal hydraulic conductivity is moderate. Most of the artificial recharge areas are

located in the alluvial plains because of many favorable conditions like availability of

infiltration waters and transmissivity of the aquifers.

Ground Water recharge Rate:-

The technical feasibility and economic viability of artificial recharge of Ground Water

has already been established by CGWB (UNDP/CGWB 1986) by siphen method.

Salient features of experiment of state govt. and PRL in 1977:-

1. Recharge rate : 590 LPM

2. Build up in the injection well :- 5.18 m

3. Drawdown in source well :- 0.70m

4. Build up in observation (V=40m) :-1.15m

5. Transmissivity :- 540 m2 /day

6. Permeability : 70 m / Day

7. Injection well efficiency : 56%

No. clogging in injection well was observed after 220 hrs of experiment. This method

was found more economical and cost at the time of experiment was found to be 45 paisa

per 1000 liters.

Method of Recharge:-

Artificial recharge is achieved by three methods namely by spreading by induced

recharge and by injection. The suitability of particular method is based on the hydro

geological condition. Our area is composed of deep aquifers with impervious over

burden hence injection method is most suitable. Water is fed directly in to the depleted

aquifers by providing a conduit access such as tubewell. Recharge by tubewell is the only



method for artificial recharge of confined aquifer or deep seated aquifers. The recharge

is instantaneous and there are no transit losses and evaporation losses. Artificial

recharge is an important aspect of ground water management as it provides storage

space free of cost, during dry period. The underground reservoirs can be used for

indefinite period, if properly operated.

Roof Top Rain Water Harvesting (R T R W H )

Introduction:-

In arid and semiarid areas rain water forms the only source of domestic water supply.

This is an ideal solution to water problem where there is no ground water (Saline

ground water) and surface sources are very far. This is ideally suited from the

economical point of view. Rain water is bacteriologicaly pure, free from, organic water

and soft in nature. To meet drinking water demand during the critical dry period of 90-

120 days roof top water harvesting is very useful. Ground water recharge or storage

from house of 100 Sq. m of roof top will be 55000 lits in one year, sufficient for a period

of four months for a family of five members.

In roof top rain water harvesting the rain water is collected from roof of the buildings

and stored in water tank or ground water reservoir for beneficial use in future. The size

of the catchment area and tank should be enough to supply sufficient water for the users

during this period.

B. Volume:-

Volume of tank can be calculated by the following formula.

V= (t x n x a) tat where

V= Volume of tank (litters)

T= Length of the dry season (days)

N= Number of people using the tank

A= Consumption per capita per days (litters)

ET= Evaporation loss during the dry period



Since evaporation from a closed storage tank is negligible the evaporation loss (et) can

be ignored (=Zero)

C. Need for R T R W H :- (Roof Top Rain Water Harvesting)

To meet ever increasing demand for water in urban areas.

To reduce the runoff which is chocking the storm drains

To avoid the flooding of roads

To augment the ground water storage and control decline of water levels

To reduce the ground water pollution

To improve the quality of ground water

To reduce the soil erosion

Rain water may be harnessed at place of need and may be utilized at time of need

The structures required for harvesting the rain water are simple, economical and

eco-friendly

D. Essential Components of the system

Roof Catchment

Gutters for collection of roof water

Down pipe to convey rain water from gutter to storage tank

“Foul Flush” to divert the contaminated run-off from roof (for initial wash out before

taking to storage tank

Filter/Mesh

Storage tank under ground

Water withdrawal arrangement (Hand Pump)

Dis-infection arrangement

E. Design Consideration:-

In the design system, the main criteria is the most economical combination of the

storage tank volume, systematic analysis of rainfall records and construction costs.

F. Selection of Site:-

o Site should be close to the house to reduce the cost of down pipe

o Site should have good drainage and should be away from the cattle shed and soak

pits etc. for cleanliness and hygiene surrounding the tank



o Site should be away from tress to prevent litters falling on the roof and structural

disturbance to the tank by roof propagation

o Site should be easily accessible for tapping water

G. Tips for Maintenance of the R R H S:-

Always keep the surroundings of the tank clean and hygienic

Remove Algae from the roof tiles and asbestos sheets before the monsoon

Drain the tank completely and clean from inside thoroughly before the monsoon

Clean the water channels (Gutters) often during rainy season and definitely before

the first monsoon rain

Avoid first 15 or 20 minutes of rain fall depending on the intensity of rain. Use the

first flush arrangement to drain off this first rain water

Change the filter media every rainy season

In coastal area the tank may be painted outside by corrosion resistant paint once in

3 years and in other areas lime (Calcium Carbonate) based white wash may be applied

not only for beauty but also for cleanliness

Withdraw water from the system at the rate of 5 lits/head/day. This will ensure

availability of water throughout the water scarcity period.

Cover all inlet and outlet pipes with closely knife nylon net or fine cloth or cap

during non-rainy season to avoid entry of insects, worms and mosquitoes.

The substances that go into the making of the roof should be non-toxic in nature

H. Recharge Tube well:-

This technique is applied for recharging the aquifer by constructing borewell by DTH rig

in Alluvium and basalt formation as under

Design and Methodology



A borewell of 300 mm diameter shall be drilled by DTH rig to the desired depth

depending on geological conditions. In Alluvium and basalt formation the depth should

be drilled for 120 to 150 m. in the project area.

Weathered zone of borewell shall be cased with perforated pipe

A 150mm diameter perforated UPVC/ AC Pressure pipe shall be lowered to the

entire depth of borewell.

Annular space between 150mm pipe and borewell wall shall be filled with gravel.

Top of the 150mm pipe shall be sealed with provision of Air vent.

A filter pit of suitable dimensions say, 2.5 x 2.5 x 2.5 m. shall be constructed around

borewell

Quality of water used for recharge should be that, the water is clean and free from

silt and any other contamination

a. Recharge tube well Design & Specification :-

Specification of deep tube well

300 mm dia X 150 mts. depth

Expected recharge- 10,000 lits/hrs

Clay packing 10 m to Ground level

Expected cost of Recharge tube well 3 lacs.

Tube well is to be drilled in alluvium cum basalt formation (DTH Bore).

Filter Pit for Recharge Tube well :-

Function:-

Main function is to reduce turbidity of raw water to reduce chocking of gravel pack.

Keep feeding filtered water to recharge well.

Importance:-



To sustain the recharge process.

To maintain the recharge rate.

The system is gravel less system, maintenance free, Provides effective sustainable

recharge rate transparent process etc.

I. Recharge pit around Tube well

Specification

Recharge pit size 2.5 x 2.5 x2.5 mts. Depth

Recharge unit:- Vee wire screen (ss304) size 150 mm X 300 mm dia length of unit 1.5

mts.

Provision for air vent should be done

150 mm size screen - Slot size 0.5 mm

300 mm size screen – Slot size 0.75 mm

Coarse sand packing between two screen space.(1.0 mm size coarse sand)

Diagram of recharge pit with borewell is attached.

One recharge tubewell of size 300 mm dia x 150 mts depth as per recharge tubewell

design is recharging 10,000 lits/hr. Hence one recharge tubewell can recharge 10,000 X

24 X 30 = 7200 m3 water/year with provision of 500 m3 water capacity of farm pond

(20x15x2m size) for continuous availability of water.

J. Recharge Pit in Pond:-

Recharge by recharge pit is the only method for artificial recharge of unconfined aquifer

or phreatic aquifers. The recharge is instantaneous and there are no transit losses and

evaporation losses. Artificial recharge is an important aspect of ground water

management as it provides storage space free of cost, during dry period. The

underground reservoirs can be used for indefinite period, if properly operated, and

quality of phreatic aquifer will be improved.



It is a common observation that phreatic aquifers are not always hydraulically in

connection with the surface water. For effective recharge of rain water to the shallow

aquifer the less permeable horizons have to be penetrated so that the aquifer to be

recharged is made directly accessible. Recharge pits are structures which overcome the

difficulty of artificial recharge of phreatic aquifer from surface water source i.e. Farm

pond. Recharge pits are excavated of variable dimensions that are sufficient by deep to

penetrate less permeable strata. In many pits most of the infiltration occurs laterally

through that wall of the pit.

The lateral hydraulic conductivity is considerable larger than the vertical, non silty

water should be recharged whenever possible so as to minimize silt accumulation and

periodic removal costs. Attention to the geometry of recharge pit is important in order to

obtain the maximum infiltration rate. The small pits may be either used as small ponds

or back/filled by gravel-sand filter material over a thick layer o cobble-boulder in the

lower portion of the pit.

The bottom area of open pit may require periodic cleaning by manual methods as

mechanical equipment cannot be deployed. The top sand filter bed of filter packed pit

also requires periodical replacement.

Design of Recharge pit in pond

Size 3m dia X 3m depth

Filter media as under

1m depth coarse sand in top the pit

1m depth gravel in middle of the pit

1m depth boulder in bottom of the pit

Expected recharge 7000 lit/hr. hence 5040 m3 water/year (7000x24x30)

K. Trench cum borewell :-

This technique is applied for recharging the aquifer by constructing trench

cum borewell.

Design and Methodology»

A borewell of 300 mm diameter shall be drilled to the desired depth depending on

geological conditions.



Weathered zone of borewell shall be cased with perforated pipe

A 150mm diameter perforated G. I. pipe/ PVC pipe shall be lowered to the entire

depth of borewell.

Annular space between 50mm pipe and borewell wall shall be filled with gravel. Top

of the 50mm pipe shall be sealed.

A pit of suitable dimensions say, 2 x 2 x 2m. shall be constructed around borewell

and shall be filled with gravel.

The side walls of the pit shall be provided with polythene lining.

Quality of water used for recharge should be such that, the water is clean and free

from silt and any other contamination

Expected recharge 5000 lit/hr. hence 12000 m3 water/year (5000x24x100)

L. Runoff Calculation :-

The Project area of Pawan Formalin Pvt. Ltd. at Jambudiya, Taluka Morvi , Dist. Morvi is

10060m2. The dependable Rainfall of the project area is 660 mm i.e. 0.660m.

Available Rain water for area 10060 m2 is 3730m3 water.

Total consumption of project area is 65450 lits/day i.e. 22976 m3 water per year. Hence

the total consumption is more than the rain water available for recharge from the

project area.

One recharge tubewell of size 300mm dia x 120 mts. depth as per recharge tubewell

design is recharging 10,000 lit. per hour. Hence one recharge tubewell can recharge

7200 m3 water per year with provision of 500 m3 water capacity of farm pond (20 x 15 x

2 m size) for continuous availability of water.

In Morvi District average 30 rainy days in a year and due to storage of 500 m3 capacity

of Farm pond 30 days in a year can recharge by one recharge tubewell if water is

available continuously for recharge.

The consumption of 22976 m3 water for the project area is to be recharged for reducing

environment impact. From the project area 3730 m3 water is available for recharge.



Hence remaining 19246 m3 water are to be diverted to farm pond from outside of the

project area or 19246 m3 water can be recharge in the land of owner’s of the project or

recharge in Government Pond with trench cum borewell or recharge pit, pit can

recharge 7000 lit/hr i.e 7000x24x30=5040 m3 water.

M. Recommendations :-

Looking to the Geohydrology of the area, rainfall intensity, it is proposed to drill one

Recharge tubewell or Trench cum Borewell in one farm pond, having capacity of 500 m3

water for maximum recharging of 5520m3 rain water in project area.

Looking to the Geohydrology of the phreatic aquifer, it is proposed to construct one

recharge pit and two Trench cum Borewell in pond having capacity of more than 1100

m3 water outside the project area or village pond area or Farm pond of owner’s land for

maximum recharging of 19246 m3 rain water. Hence it is most economical viable option

for recharge activity for recharging total 20346 m3 water.



Pawan Formalin Pvt. Ltd.. Map Sheet # 41J13 Project site : At Jamudiya, NH8A, Morvi-Wankaner Road, Morvi



Table 4.12 Negative Impacts and Mitigations during Operational Phase

Operational Impact

Disci-

pline

Negative Impacts Probable

Source


Water Deterioration of

Ground water

quantity

Bore well The water conservation is

maximum with the adopted

technology i.e zero discharge’.

Negligible amount of

wastewater generated and it

will be treated and used

properly.

Minimum water

will be used in this

adopted

technology

Air Increase in Dust

and SO2 levels in

ambient air.

Stack

emissions, raw

material

storage and

transportation

Multi cyclone dust collector

will be installed to control

Particulate matter. Maximum

stack heights will be provided

for the proper dispersion of

pollutants. Motor able roads

in the plant area will be

paved to reduce dust

emission.

By using imported coal as fuel

the dust emissions will be

minimized.

The resultant air

quality will

confirm to the

stipulated

standards. The

installation of air

pollution control

equipment and

emissions will be

controlled under

specified norms.

Solid

waste

Dust and ash from

air pollution

control equipment.

Coal based

boiler

Ash will be disposed to brick

manufacturers.

The solid waste

generated from the

plant will be send

to authorized

reprocessor.

Ecolog Impact on plant Emissions Green belt shall be developed Proper green belt



y species from stack in such a way that they will

act as sinks to pollutant.

Pollution resistant/ tolerant

plant species shall be selected

to minimize damage to

vegetation. The increased

biomass and species diversity

will lead to sustainable

development of ecosystem.

planning with

diversified species

control soil

erosion, improve

Soil moisture and

organic matter and

leads to

sustainable

ecosystem.

Noise Increase in noise

levels in the plant

area.

Equipment in

main plant

and

auxiliaries.

Equipment will be designed

to conform to noise levels

prescribed by regulatory

agencies. Provision of green

belt and plantation would

further help in attenuating

noise.

Increase in

greenbelt

development,

proper equipment

maintenance can

minimize noise

emanation. The

employees

working in high

noise areas would

be provided

earplugs/ earmuffs

as protective

device.

Socio-

econo

my

More pressure on

existing amenities

like housing, water

demand etc.

Increase in

employment

employees/

laborers.

No land acquisition or

rehabilitation is needed as

Additional infrastructure

facilities will be created.

Creation of employment will

improve economic status of

the people residing within

study area.

Overall socio-

economic status of

the area is

expected to

improve. The

project will help to

meet the present

demand of the

product for some



extent in the

market.

4.9 MONITORING OF WATER CONSUMPTION

Continuous efforts will be made to reduce the water consumption and thereby to reduce

the wastewater generation. Flow meter will be installed for the entire major water inlet

and the flow rates will be continuously monitored. Periodic water audits will be

conducted to explore the possibilities for minimization of water consumption.

4.10 OTHER INFORMATION

Land

The proposed plant will not alter major land use pattern except plant erection.

Enough parking places will be provided.

The landscape will improve because of well planed green belt development and

bitumen roads.

Water

Zero discharge of water.

Flora

The proposed green belt will have more diversity and leads to sustainable

ecosystem and there is possibility to attract more birds.

Fauna

As the land requirement is only 10060 Sq. Mt., there will not be any significant

impact on the fauna. The green belt may attract avifauna.

Air Quality

There will be Multi cyclone dust collector provided for reducing stack emissions.

The stack heights will be 30 m to provide proper dispersion of pollutants.



Noise

Proper acoustic enclosures will be provided at noise generating sources surrounded

by green belt

4.11 Occupational Health Surveillance

Occupational Health Surveillance shall be undertaken as regular exercise for all the

employees especially for those engaged in handling hazardous substances.

Occupational Health Centre (OHC) for medical examination of employees with all

the basic facilities will be established within the plant. All the first aid facilities shall be

provided.

The medical records of each employee shall be maintained separately. Pre-

employment medical examination shall be conducted.

All workers shall be medically tested once in a year and at the end of his term of

employment.

Noise levels at the critical areas will be monitored regularly and the workers at high

noise generating areas will undergo audiometric tests once in six months.



5.0 ENVIRONMENTAL MONITORING ASPECTS

5.1 Implementation Schedule of Mitigation Measures

5.1.1 Introduction

The mitigation measures suggested above will be implemented so as to reduce the

impact on environment due to the operations of the proposed plant. In order to

facilitate easy implementation, mitigation measures are phased as per the priority

implementation. The priority of the implementation schedule is given in the following

Table-5.1.

Table -5.1 Implementation of Schedule

Recommended

control measures Time Requirement

Implementation Schedule

Immediate Progressive

Water pollution Before commissioning of the plant -

Noise pollution Along with the commissioning of the plant -

Ecosystem-Greenbelt

development Stage wise implementation -

Note: * indicates implementation of recommendations.

5.1.2 Institutional Arrangements for Pollution Control

5.1.2.1 Organization at Site

The environmental cell at the plant site in co-ordination with the environment

division at M/s. Pawan Formalin Pvt. Ltd., Gujarat will provide necessary services

on environmental issues during construction and operation of the project. This group

will be responsible for implementation of environmental management plan and

interaction with the environmental regulatory agencies, reviewing draft policy and

planning. This department interacts with Gujarat Pollution Control Board (GPCB),

MoEF, Central Pollution Control Board (CPCB) and other environment regulatory

agencies.



5.2 Environmental Monitoring

An impact assessment study comprises two main phases:

Assessment of the present situation with regard to environmental problems; and

Prediction of the impact of future development and/or alteration in the operation and

design of existing installations.

Usually, as in the case of the present study, an impact assessment study is carried out

over a short period of time and the data cannot bring out all variations induced by

natural or by human activities. Therefore, regular monitoring program of the

environmental parameters is essential to take into account the changes in the

environment. The objective of monitoring is:

1. To verify the results of the impact assessment study in particular with regard to new

development;

2. To follow the trend of parameters which have been identified as critical;

3. To check or assess the efficiency of the pollution control measures;

4. To ensure that new parameters, other than those identified in the impact assessment

study, do not become critical through the commissioning of new installations;

5. To check assumption made with regard to the development and to detect deviations

in order to initiate necessary measures; and

6. To establish a database for future Impact Assessment Studies for new projects.

The attributes, which merit regular monitoring, are specified underneath

a. Air quality both at source and ambient atmosphere;

b. Water and wastewater quality;

c. Noise levels;

d. Ecological preservation and greenbelt development;

e. Socio-economic aspects.

The Post Project Monitoring to be carried out at the industry level is discussed below.



5.2.1 Monitoring and Reporting Procedure

Regular monitoring of important and crucial environmental parameters is of immense

importance to assess the status of environment during plant operation. With the

knowledge of baseline conditions, the monitoring program can serve as an indicator for

any deterioration in environmental conditions due to operation of the plant and suitable

mitigatory steps could be taken in time to safeguard the environment. Monitoring is as

important as that of control of pollution since the efficiency of control measures can only be

determined by monitoring. The following routine monitoring program would therefore be

implemented.

A comprehensive monitoring program is suggested in Table 5.2. The environmental

attributes will be monitored as given below

Table 5.2 Monitoring Schedule for Environmental Parameters

No Particulars Monitoring

Frequency

Duration of

Sampling

Important Monitoring

Parameters

I Air Pollution & Meteorology

A Stack Monitoring

1 Stack (2 stacks) Once in a month 60 minutes SO2, NOx, PM, VOC

Temperature, velocity

B Ambient Air Quality Monitoring

1 Project site and 3 more

specified locations Once in a month

24 hrs

continuously

PM10, PM2.5, SO2, NOx,

HydroCarbon, Volatile Organic

Compound

C Meteorology

1

Meteorological data to be

monitored at the proposed

plant.

Daily Hourly data

for 24 hours

Wind speed and direction,

temperature, RH& RF

II Water and Wastewater Quality

A Effluents



1 Domestic & Sanitary

effluents Once in a month

24 hr

composite

pH, salts, COD, BOD, SO2, Cl,

O&G and metals

B Ambient Water quality

1 Surface Waste

Once in a season

except for heavy

metal which will

be monitored

annually once.

Grab

Parameters specified under

IS:2296 (Class C) and IS:10500,

1993

III Ambient Noise Levels

1

On the Plant Boundary

Any other location Once in 6 months

24 hr

continuous

with one hr

interval

-- 2

specified by CPCB

5.2.2 Methodology for Ambient Air Quality Assessment

5.2.2.1 Ambient Air Quality Monitoring

The Ambient Air quality shall be monitored at project Site and two upward and

downstream locations once every quarter for SPM, PM10, PM2.5, NOx & SO2, and CO levels

during the Construction Phase and Operational Phase. The Ambient Noise Levels shall also

be monitored once every six months.



The following methodology shall be adopted for monitoring of Ambient Air Quality

Table 5.3 Methodology for Ambient Air Quality Assessment

Pollutant Method of analysis

Vari

able

s

Dus

t PM10 Particulate Matter 10 IS 5182 (Part 23) (RA 2006)

PM2.5 Respirable Suspended Particulate Matter

STP No. TRA/STP/AA/02 Based on manual instrument manufactures.

Gase

s

SO2 Sulfur dioxide IS 5182 (Part 2): 2001 (RA 2002)

NOx Nitrous Oxides IS 5182 (Part 6): 2006 (RA 2002)

HC Non Methyl Hydrocarbon IS 5182 (Part 10): 2006

VOC VOC IS 5182 (Part 11): 2006



The limits for AAQ as per CPCB is given in the following Table 5.4

Table 5.4 National Ambient Air Quality Standards

Central Pollution Control Board (CPCB) 18th November, 2009 India

Pollutants

Time

weighted

average

Concentration in Ambient Air

Method of Measurement Industrial Resi.

Rural & Other

areas

Ecological Sensitive

Area (Notified By

Central Govt.)

Sulphur

Dioxide (SO2)

Annual

Average * 50 g/m3 20 g/m3

1. Improved West and

Geake method

24 hours** 80 g/m3 80 g/m3 2. Ultraviolet fluorescence

Oxides of

Nitrogen (NO2)

Annual


1. Jacob & Hochheiser

Modified

(NaOH - NaAsO2) Method

24 hours* 80 g/m3 80 g/m3 2. Gas Phase

Chemiluminescence

Particulate

Matter (size >

10 m) (PM10)

Annual


1. Gravimetric

2. TOEM

3. Beta Attenuation 24 hours** 100 g/m3 100 g/m3

Particulate

Matter

(size > 2.5 m)

(PM2.5)

Annual

Average * 40 g/m3 40 g/m3 1. Gravimetric

2. TOEM

3. Beta Attenuation 24 hours** 60 g/m3 60 g/m3

Ozone (O3)

8 Hours** 100 g/m3 100 g/m3 UV. Photometeric

Chemilminescences

Chemical Method 1 Hour ** 180 g/m3 180 g/m3

Lead (Pb)

Annual

Average * 0.5 g/m3 0.5 g/m3

AAS /ICP Method after

sampling using EPM 2000

or equivalent filter paper.

ED-XRF Using Teflon

Filter

24 hours** 1.0 g/m3 1.0 g/m3

Carbon

Monoxide (CO)

8 hours** 2.0 mg/m3 2.0 mg/m3 Non dispersive infrared

spectroscopy 1 hour** 4.0 mg/m3 4.0 mg/m3

* Annual arithmetic mean of minimum of 104 measurements in a year taken twice a

week 24 hourly at uniform interval

** 24 hourly / 8 hourly values should be met 98% of the time in a year. However, 2%

of the time, it may exceed but not on two consecutive days



Note:

a) National Ambient Air Quality Standard: The levels of air quality with an adequate

margin of safety, to protect the public health, vegetation and property.

b) Wherever and whenever two consecutive values exceed the limit specified above for

the respective category, it would be considered adequate reason to institute regular

/ continuous monitoring and further investigations.

c) The State Government / State Board shall notify the sensitive and other areas in the

respective states within a period of six months from the date of Notification of

National Ambient Air Quality Standards.

5.2.3 Methodology for Flue Quality Assessment

5.2.3.1 Stack Gas Monitoring

The emissions from the stacks will be continuously monitored for exit concentration of

Sulphur dioxide, Oxides of Nitrogen and Particulate Matter. Sampling ports will be

provided in the stacks according to CPCB guidelines.

For Monitoring of Flue gas the method for ‘Measurement of Emissions from Stationary sources (IS: 11255)’ shall be adopted.

5.2.4 Methodology for Water Quality Assessment

All the treated effluents will be monitored regularly for the flow rate and quality to identify

any deviations in performance of effluent and sewage treatment plants. Appropriate

measures will be taken if the treated effluent quality does not conform to the permissible

limits.

In case of maintenance/ cleaning of the system the settling tanks effluent from circulation

system is required to be discharged, it should be treated suitably to conform to the

following standards.



For analysis of water and waste water the methodology specified in ‘Standard Methods for Examination of Water and Wastewater’ published by American Public Health Association (APHA) or IS: 3025 method entitled ‘Measurement of water Pollutants’ can be adopted. Ground water samples results were compared with IS: 10500 specification and surface water samples results were compared with Class ‘C’ water quality fit for drinking after conventional treatment as per IS: 2296-1982 tolerance limits.

Effluent discharge

(a) All efforts should be made to reuse and re-circulate the water and to

maintain zero effluent discharge.

(b) Strom water / garland drain should be provided in the plant.

Some of the guidelines shall be followed for the proposed project for achieving this

zero discharge levels are:

Minimizing quantity of effluents through re-use to the maximum extent feasible;

Settling tanks blow down tanks and neutralization pits will be cleaned regularly in

order to avoid clogging. Sludge will be removed regularly and sufficient time will

be given for proper settling of solids; and

The treatment units will be operated regularly



Table 5.5 Tolerance Limits for Drinking Water as per IS – 10500 – 1991

(Clause 3.1)

No

Substance or

Characteristi

c

Requirem

ent

(Desirable

Limit)

Undesirable Effect

Outside the

Desirable Limit

Permissible

Limit in the

Absence of

Alternate

Source

Methods of

Test(Ref to

IS)

Remarks

1. PH Value 6.5 to 8.5 Beyond this range

the water will affect

the mucous

membrane &/ or

water supply system

No relaxation 3025 (Part

11) 1984

--

2. Iron ( as per )

mg/l, Max) 0.3 Beyond this limit

taste / appearance

are affected, have

adverse effect on

domestic uses and

water supply

structures, and

promote iron

bacteria.

1.0 53 of 3025 --

3. Chloride ( as

Cl mg/l, Max 250 Beyond this limit,

taste corrosion and

palatability are

affected

1000 3025 (part

32) 1988

Desirable Characters

4. Dissolved

Solids mg/l,

Max

500 Beyond this

palatability

decreases and may

cause gastro

2000 3025 (Part

16) 1984

--



intestinal irritation.

5. Calcium (as

Ca) mg/l, max 75 Encrustation in

water supply

structure and

adverse effects on

domestic use

200 3025 (Part

40) : 1994

---

6. Sulphate ( as

SO4) mg/l,

Max

200 Beyond this causes

gastro intestinal

irritation when

magnesium or

sodium are present

400

(see col 7)

3025 (part

24) 1986

May be

extended

up to 400

provided

(as mg)

does not

exceed 30

7. Nitrate (as

NO3) mg/l,

Max

45 Beyond this

methaemo-

globinemia

100 3025 (part

34) 1986

--

Bacteriological Examination

Organism Unit Guideline Value

Fecal Coli-forms Number / 100 ml 0

Total Coli-forms Number / 100 ml 10



Table 5.6 Primary Water Quality Criteria for Various uses of Fresh waters as per

CPCB for Prevention and Control of Water Pollution (1979)

No Characteristics A* B* C* D* E*

1 Dissolved Oxygen (DO), mg/l,

min. 6 5 4 4 -

2

Biochemical Oxygen demand

(BOD)

mg/l , max.

2 3 3 - -

3 Total coli-form organisms**.

MPN/100 ml. Max. 50 500 5000 - -

4 pH Value 6.5-8.5 6.5-8.5 6.0-

8.5 6.5-8.5 6.0-8.5

5 Free Ammonia (as N), mg/l. max - - - 1.2 -

6 Electrical conductivity, micro

mhos/cm max - - - - 22.50

7 Sodium absorption ratio, SAR

max - - - - 26.00

8 Boron, mg/l, max. - - - - 2.00

* Use classes

** If the coli-form is found to be more than the prescribed tolerance limits, the criteria for

coliforms shall be satisfied, if not more than 20% of samples show more than the tolerance

limits specified and not more than 5% of samples show values more than 4 times the

tolerance limit. There should be no visible discharge of domestic and industrial wastes into Class ‘A’ waters. In case of class ‘B’ and ‘C’ the discharge shall be so regulated / treated as to ensure maintenance of the stream standards.



Table 5.7 General Standards for Discharge of Effluents

No. Parameter

Standards

Inland surface

water

Public

Sewers

Land for

irrigation

Marine coastal

areas

1. Colour and odour See Note 1 -- See Note 1 See Note 1

2. Suspended solids, mg/l,

Max. 100 600 200

a) For process waste

water-100

b) For cooling water

effluent - 10 percent

above total

suspended matter of

influent cooling

water

3. Particle size of

suspended solids.

Shall pass 850

micron IS Sieve

a) Floatable solids,

Max 3 mm.

b) Settle able solids

Max 850 microns.

4. Dissolved solids

(inorganic), mg/a, max. 2100 2100 2100 --

5. pH value 5.5 to 9.0 5.5 to 9.0 5.5 to 9.0

6. Temperature 0C, Max

Shall not exceed

40 in any

section of the

stream within

15 meters down

stream from the

effluent outlet.

45 at the point

of discharge --

45 at the point of

discharge.

7. Oil and grease, mg/l, max 10 20 10 20

8. Total residual chlorine,

mg/l, Max. 1.0 -- -- 1.0

9. Ammonical nitrogen (as

NH4+), mg/l, Max. 50 50 -- 50

10. Total Kjeldahl nitrogen 100 -- -- 100



(as N), mg/l, Max.

11. Free Ammonia (as NH3),

mg/l, Max. 5.0 -- -- 5.0

12. Biochemical oxygen

demand (5 days at 20 0C) 30 350 100 100

13. Chemical Oxygen

demand, mg/l, Max. 250 -- -- 250

14. Arsenic (as As), mg/l.,

Max. 0.2 0.2 0.2 0.2

15. Mercury (As Hg), mg/l,

Max. 0.01 0.04 -- 0.01

16. Lead (as Pb), mg/l, Max. 0.1 1.0 -- 1.0

17. Cadmium (as Cd), mg/l, 2.0 1.0 -- 2.0

18. Hexavalent chromium

(as Cr+6) mg/l, Max. 0.1 2.0 -- 1.0

19. Total chromium (as Cr),

mg/l, Max. 2.0 2.0 -- 2.0

20. Copper (as Cu), mg/l,

Max. 3.0 3.0 -- 3.0

21. Zinc (as Zn), mg/l, Max. 5.0 15 -- 15

22. Selenium(as Se), mg/l,

Max. 0.05 0.05 -- 0.05

23. Nickel (as Ni), mg/l, Max. 3.0 3.0 -- 5.0

24. Boron (as B), mg/l, Max. 2.0 2.0 2.0 --

25. Percent sodium, Max. -- 60 60 --

26. Residual sodium

Carbonate, mg/l, Max. -- -- 5.0 --

27. Cyanide (as CN-), Mg/l,

Max. 0.2 2.0 0.2 0.2

28. Chloride (as Cl-), mg/l

Max. 1000 1000 600 --

29. Fluoride (as F-), mg/l,

Max. 2.0 15 -- 15



30. Dissolved Phosphate (as

P), mg/l, Max. 5.0 -- -- --

31. Sulphate (as SO4-2), mg/l,

Max. 1000 1000 1000 --

32. Sulphide (as S), mg/l,

Max. 2.0 -- -- 5.0

33. Pesticides Absent Absent Absent Absent

34. Phenolic compounds (as

C6H5OH) mg/l, Max. 1.0 5.0 -- 5.0

35.

Radioactive materials :

Alpha emitters MC/ml.,

Max.

Beta emitters μc/ml.

Max.

10--7

10—6

10--7

10--6

10--8

10--7

10--7

10--6

Note

1. All efforts should be made to remove colour and unpleased odor as far as practicable.

2. The Standards mentioned in this notification shall apply to all the effluents discharged,

such as industrial mining and mineral processing activities, municipal sewage, etc.

3. Omitted by Rule 2 of the Environment (Protection) Fourth Amendment Rules, 1992

vide Notification G.S.R. 797(E) dated 01.10.1992, Gazette No. 396 dated 01.10.1992.



6.1 INTRODUCTION

Disaster

An emergency is said to have arisen when operations in the plant are not able to cope

up with a potential hazardous situation i.e. loss of control of an incident cause the plant

to go beyond its normal operating conditions, thus creating danger. When such an

emergency evolves chain of events that affect the normal working within the factory

area and/ or which may cause injuries, loss of life, substantial damage to property and

environment both inside and outside the factory and a disaster is said to have

occurred.

The various steps involves in the process of Disaster Management can be summarized

as:

Minimize Risk Occurrence (Prevention)

Rapid Control (Emergency Response)

Effectively Rehabilitate Damaged Areas (Restoration)

Disaster Management Plan is involved by careful scrutiny and interlinking of :

Types and causes of disaster

Technical know-how

Resource availability

6.2 Types of Disaster

The various types of hazards are as follows

Natural Hazards

Technological or Manmade Hazards

The various type of Disaster that may occur is

Due to the fire and

Hurricane, cyclone and other natural calumniates.

Complex emergencies/conflicts, famine, displaced populations, industrial accidents

and transport accidents

6.2.1 Objectives of the Plan

The plan is developed to make best possible of Pawan Formalin Pvt. Ltd.,



Rescue the victims and treat them suitable.

Safe guard others (evacuating them to safer places).

Contain the incident and control it with minimum damage.

Identify the persons affected.

Preserve relevant records and equipment needed as evidence incase on inquiry.

Rehabilitate the affected areas.

6.3 IDENTIFICATION OF MAJOR HAZARDS

From the preliminary risk assessment study presented in Chapter 7 of this report,

some of the possible hazards are Formaldehyde, Methanol, phenol, melamine and

caustic.

6.4 OBJECTIVES OF THE PLAN

The plan will set into action immediately after a fire occurs inside the plant.

However fire hazard will be restricted to fuel tank storage area only and hence to

major disaster is envisage.

6.4.1 Basis of Plan

Pawan Formalin Pvt. Ltd. will prepare an onsite emergency plan. The basic

guidelines of the Plan are as given below:

Informative brochure on emergency will be distributed to each staff member of the

plant and telephone numbers of key personnel to be contacted during an emergency

will be placed at all the operator placement point in the plan.

Workers would be trained regularly on fire hazard drill and mock drill will be

organized once in a year from the safety and fire agency.

24 hours vehicle for service and in-plant first aid emergency kit would be provided.



6.4.2 Post Disaster Analysis and Evaluation

When emergency is over, it is desirable to carry out a detailed analysis of the causes

of the accident, to evaluate the influence of various factors involved and to propose

methods to eliminate them in future. Simultaneously, the adequacy of the disaster

preparedness plan will be evaluated and any short comings will be rectified.

6.4.3 General Recommendations

All non-routine work etc. should be carried out under a permit system.

Adequate number of caution boards high lighting the hazards of chemicals to

be handled, eye bath and emergency showers should be provided at critical

location.

Adequate number of absorbents should be placed at accessible locations in the

tank farm area as well as in the pump house that would enable to contain spills

immediately.

Adequate color coding and labeling of the pipelines should be provided for

easy identification of products proposed to be handled through them.

The damage distance due to any failure could be reduced, by reducing the time

required to stop the leak, which in turn would reduce the quantity of spillage.

The response time could be reduced by installing /maintaining instruments,

effective communication system, etc.

It is recommended that rubber mats be provided in front of electrical panel of

the entire plant with a view to prevent employees from receiving electric

shocks.

It is suggested that all type of fire extinguishers be placed at appropriate places

for easy access in case of emergency.

6.4.4 The availability, organization, and utilization of resources for emergency

The organizational set-up necessary for chain of commands during emergency

situation, which may arise in the premises, is given in Fig. 6.1. The system is

described in following Subsections



Figure – 6.1 on Site Disaster Management Plan

Functions and Responsibilities of following persons;

Factory Manager

He shall be the main guiding person for direct emergency operations.

Safety officer

The main responsibility of safety officer is safety management.

The Safety management includes the implementation of prevention methods to

avoid incident or accident and handling of emergency in case of accident.

Skilled person

He shall be responsible for the operation and maintenance.

Skilled person

He shall be arranging the safety equipment accordingly.

He shall be followed the instruction of supervisor and officer.

6.4.5Emergency Response Room (Safety officer room)

The place identified as Emergency Response Center will be considered as the Security

Gate Office. The location of the Emergency Response Center may change in future as

Factory Manager

Safety officer

Un-skilled personSkilled person



per convenience. The facilities available at the Emergency Response Center shall

include:

1) Internal Telephone

2) External Telephone

3) Manual Fire/Emergency Siren

4) Siren Actuation Switch

5) Important Address and Telephone Numbers

6) Emergency Vehicles

7) Confined Space Entry Procedure

8) List of Antidote/actions to be taken in case of hazardous chemical/materials.

9) Material Safety Data Sheets of chemicals

10)A copy of On-Site Disaster Management Plan

All communications after General Shift working hours and on Sundays/ Holidays are

to be routed through the Security Gate Office.

General Rules

1) Follow sense of discipline and do not panic.

2) Do not rush and endanger your personnel safety

3) Use personnel protective equipment according to the situation

4) Do not block any passages, which may hinder the movement of emergency vehicles.

5) In case you have to shut down your plant operation, do it in an orderly manner as

per standard operating procedures.

6) In situation when you have to leave your work and evacuate to identify places out

of operating areas, do it in an orderly manner.

7) Follow instructions of the Safety officer.

8) Understand the Disaster Management Plan well and take interest in practice mock

drill.



6.4.6 Fire Fighting Facilities

A. Fire Buckets / Fire Extinguishers

Fire buckets and portable fire extinguishers (2 nos.) will be provided in all the areas

depending upon the specific needs of the area. Some spare equipment will also be

maintained in the inventory at an identified fire & safety equipment store.

B. Fire Alarm Sirens

It shall be provided to alert all the employees inside the premises about the situation of

an emergency.

C. Sand Buckets

5 nos. of sand buckets will be provided within the industrial premises in case of

emergency fire.

D. Oxygen cylinder

1 no. of oxygen cylinder will be provided for emergency.

E. Safety Equipment

All types of personnel protective safety equipment required for handling the emergency

are to be arranged in the Wonder Industry site. Some of the protective equipment is as

follow:

Canister/Cartridge type masks

Dust Masks

PVC suits, Aprons

Safety showers/ Eye Wash fountains

Other personnel protective appliances, like safety glasses, gumboots, helmets, hand

gloves, face shields, safety belts, safety ladders, safety torches, blankets.

6.4.7 Other Key Personnel

All key personnel will wear red helmet for their identification and easy recognition.

The responsibilities and duties of key personnel include.



1. Safety

The safety officer/ supervisor will carry out the following:

To provide necessary equipment like fire fighting equipment (FFE) and personal

protective equipment (PPE).

To accompany factory inspector during investigation of the emergency.

To train workers/ supervisors in safety and safe operating procedures.

To assist the site main controller, incident controller in preparing a brief report of

the incident.

2. Assembly Points:

The assembly points for gathering non-essentials workers / persons will be fixed

and will be clearly marked as per the wind direction.

3. Fire Control Arrangement:

Fire fighting trained personnel will be made available in all the shifts. The

responsibilities and duties include:

To fight the fire with available internal fire fighting equipment and to stop leakage

of liquid etc.

To provide personal protective equipment to the team.

To cordon the area and inform incident controller or site main controller about the

development of emergency.

To train the persons (essential workers) to use personal protective equipment and

fire-fighting equipment.

4. Medical Arrangement:

The responsibilities and duties include:

To provide first aid to the affected persons, and, if necessary, send them to hospitals

for further treatment.

To keep a list of blood groupings ready and update.

5. Transport Evacuation Arrangement:

For transportation of people, company’s vehicles, cars, rickshaws etc. will be

utilized.



CHAPTER – 7 Risk Assessment 7.1. INTRODUCTION OF COMPANY M/s. Pawan Formalin Pvt. Ltd. is a small scale unit proposed to be located at Survey No.24/P, Village: Jambudiya, Taluka: Morbi, District: Morbi-Rajkot-363642, Gujarat. Details of unit as follow:

Sr. No. Details Compliance

1 Full Name and Address of unit :

M/s. Pawan Formalin PVT. LTD. Survey No.24/P, Vill.: Jambudiya, Taluka: Morbi, District: Morbi-Rajkot-363642, Gujarat

2 Telephone No. : --

3 Metrological Data : Latitude : 22° 47’ 06.87” N Longitude : 70° 54’ 05.61” E

4 Full Name and Address of the Occupier :

Kumar K. Kothi-Director M/s. Kanji Parshottam & Brothers, Opp. Gandhi Baugh. Near Union Bank of India, Morbi-363641

5 No. of Shift and Shift Timing : 2 nos. 6 No. of Staff : 30 nos. 7 Emergency Facilities

8

Nearest Railway station Nearest Police Station Nearest Fire Station Nearest Hospital/Dispensary

: : : :

Nazarbaug railway station: 10.1 km. City police station, Morbi: 13.8 km. Morbi fire brigade: 13 k.m. Krishna Multi Speciality Hospital, Morbi: 14 k.m.



7.2. OBLECTIVE, PHILOSOPHY & METHODOLOGY OF RISK ASSESSMENT:

OBJECTIVE: The main objective of the Risk Assessment study is to determine damage due to major hazards having damage potential to life and property and provide a scientific basis to assess safety level of the facility. The secondary objective is to identify major risk in manufacture of chemicals, storage of chemicals and provide control though assessment. To prepare onsite, off site, disaster management plan for control of hazards. PHILOSOPHY: The main philosophy of risk assessment is to find out the real cause of accident and then based on it to suggest appropriate remedial measures to prevent its recurrence. To find out unsafe action negligence, omission or personal fault METHODOLOGY: To find out the quantitative Risk Assessment study as follow. Identify Vulnerable Zone for toxic dispersion, pool fire, Tank on fire (Thermal Radiation), Flash Fire, and Explosion over pressure (Vapor Cloud Explosion) by using software.



7.3. DETAILS OF RAW MATERIALS

Sr. No. Name Of The Raw Material

Physical State Capacity Storage Material of

Construction No.

1 Formaldehyde Liquid 200 KL Tank S.S.-304 3

2 Methanol Liquid 100 KL Tank MS 3

3 Ammonia Gas 10 m3 Tank M.S.Bullet 2

4 Caustic Soda Solid 50 Kg Bags HDPE 113 bag/day

5 Melamine Solid 50 Kg Bags HDPE 56 bag/day

6 Urea Solid 50 Kg Bags HDPE 76 bags/day

7 Wood Pulp Solid 50 kg Bags HDPE 1000 bags/day

8 Metalic Stearate ? ? ? ? ?

9 Zinc Sulphite ? ? ? ? ?

10 Barium Powder Solid 50 kg Bags HDPE 1680 bags/day

7.4. DETAILS OF FINISHED PRODUCTS:

SR. NO. Intermediate Product QUANTITY Mt/Month Storage Physical State

1. Formaldehyde (37%) 1800 MS Tank Semi Liquid

2. Urea Formaldehyde Resin 250 MS Tank Semi Liquid

3. Melamine Formaldehyde Resin 250 MS Tank Semi Liquid

4. U. F. Molding Powder 250 --- ---

5. Hexamine 90



7.5. LIST OF HAZARDOUS CHEMICALS ALONGWITH THEIR TOXICITY LEVEL AS PER MSIHC RULES

Sr. no.

Chemicals TLV

Toxicity Level Flammable Limit

Chemical Class (As per MSIHC Rules)

LD50 Oral Mg/Kgs

LD50 Dermal Mg/ Kgs

LC 50 Mg/L

LEL%

UEL%

FP0C BP0C

Class (As per petroleum classification)

1 Formaldehyde

0.3/l ppm 100 270 203 6 36

.5

500C CC

600C CC

96 B

Flammable, Toxic, Hazardo

us

2 Methanol 200 ppm 5628 1580

0

64000 ppm/ 4 hr

6 36.5 12 0C 64.5 A

Very high

flammable

3 Ammonia

25 ppm TWA

35 ppm STEL 300 ppm IDLH

--- --- 2000 ppm/4 hr

16 25 --- -33.3 --- Hazardous and Toxic

4 Caustic Soda 2 mg/m3 N.A N.A N.A N.

A N.A N.A 1388 -- Hazardo

us

5 Melamine N.A 3161 1000 N.A N.A

N.A

93.3 0C N.A C

Slightly flammabl

e

6 Urea -- 8741 -- -- N.A

N.A N.A N.A -- N.A

7 Zinc Sulphate N.A N.A N.A N.A N.

A N.A

N.A N.A N.A Hazardous and Toxic

8 Barium Powder

? ? ? ? ? ? ? ? ? ? Note: CC: Close Cup, OC: Open Cup, N.A.: Not Available The Toxicity level of hazardous chemicals as per Manufacture, storage and import of Hazardous Chemical (Amendment) Rules, 2000 (MSIHC) is shown as below



Toxicity Index as per MSIHC Rule 2000

Sr. No

Toxicity Oral Toxicity LD50 (Mg/Kg)

Dermal Toxicity LD50 (Mg/Kg)

Inhalation Toxicity LD50 (Mg/Kg)

1 Extremely Toxic

<5 <40 <0.5

2 Highly Toxic

>5- 50 >40-200 >0.5-2

3 Toxic >50-200 >200-1000 >2-10



7.6. HAZARD IDENTIFICATION AND PREVENTIVE MEASURES 7.6.1. Raw Material Storage hazards and controls:

Sr. No.

Name of material stored

Quantity (Max)

Operating press/ temp

Hazard Rating Systems

Type of hazard / Risk involved

Persons Affected

(1) Formaldehyde 3 X 200 KL

NTP

TLV – 0.3 PPM (1 ppm) NFPA Ratings: Health - 3 Flammability - 2

Reactivity - 0 Flash Point: 500C

Flammable Very toxic by

inhalation. Very toxic in contact

with skin. Very toxic if

swallowed. Causes burns. Limited evidence of

a carcinogenic effect. Risk of serious

damage to the eyes. May cause

sensitization by skin contact.

Operators Maintenance Technicians

Control Measures: Dyke provision to storage tank Safety boards displayed on the tank Good ventilation must be provided Trap & collect spills with Sand or other inert solids Use an approved gas mask in un-ventilated areas if necessary because of fumes. Handling of Formaldehyde with Safety glasses, Nitrile or butyl rubber gloves

(2) Methanol 3 X 100 KL NTP

TLV – 200 PPM (8-hr TWA) STEL-250 PPM NFPA Ratings: Health: 1 Flammability: 3

Highly Flammable Toxic by inhalation Toxic when contact

with Skin Toxic if swallowed Danger of very

serious irreversible effects.


Control Measures: Keep away from sources of ignition, tight closed container and dyke provision to storage tank Safety board’s displayed on the tank Effective ventilation must be provided. For accidental contact if you feel unwell, seek medical advice immediately Handling of Methanol with Safety gloves and protective clothing

B



Sr. No.

Name of material stored

Quantity (Max)

Operating press/ temp

Hazard Rating Systems

Type of hazard / Risk involved

Persons Affected

(3) Ammonia 2×10 m3 NTP

TLV: 25 ppm, STEL: 35 ppm, IDLH: 300 ppm

Explosion hazard moderate when exposed to flame.

When heated emits toxic fumes.

To fight fire, stop flow of gas.


Control Measures: Storage should be cool, dry, well ventilated and protected from external heat source. Storage tank construction should be of integrity and double wall type known as ‘can in tank’ type.

Non refrigerated ammonia shall be stored in gas tight containers. There must be fire fighting extinguishers, personal protective equipment and notice of operating/handling instructions.

Vent line should be provided with loose fitting rain caps. The insulation of pipelines carrying Liquid Ammonia should be maintained properly. Proper selection of MOC of plant and equipment for handling ammonia is strongly recommended.



7.6.2. Process hazards and controls:

Name of hazardous process and operation

Material in the process / operation

Type of hazard possible toxic gas release / fire / explosion / run away reaction / rupture, etc.

Control measured provided

Chilling plant

Steam & Cooled Water

Handling of refrigerent Cold burns

Annual inspections Safety interlocks to be provided Safety and pressure gauge valves fitted Properly supported and protected

against corrosion Testing of Jackets and joints of tubes

regularly

Reactor Vessel

Formaldehyde, Melamine, Urea

Exothermic Run-away reaction

Release of Heat and Flammable gases

Fire, Toxic gas release and Explosion

Raw Materials quantity must be controlled either volumetrically or gravimetrically.

Process control devices must be installed includes the use of sensors, alarms, trips and other control systems that either take automatic action or allow for manual intervention to prevent the conditions for uncontrolled reaction occurring.

High Temperature indicator valve and alarm system must be provided

Auto cutoff system must be provided after reaching of predetermined maximum safe temperature.

Pressure gauge is must provided. Safety Control valve is must be

provided. The Vessel Emergency Relief vent

should discharge to a suitably designed catch pot or should be so positioned that people working in the area and members of the public will not be in danger if the contents of the vessel are discharged.

Use skilled worker Proper selection of MOC Mechanical seal in all pumps and

reactors Transportation of finished product from

vessel to storage tank through



7.6.3. General Hazards & controls:

Type of Emergency

Identification of Area

Possible Causes Possible Results

Preventive/ control Measures

Fire Tank farm area

Fire due to Bottom nozzle failure

Damage of storage tank Pump discharge nozzle failure

Unloading road tanker hose rupture

Major fire in the tank farm, it may spread all over the company and surrounding area

May cause fatalities

Licensed and isolated storage tank farm.

Flame proof fittings. Earthling while unloading. Spark arrestor at main gate. Dip pipes on the tank for unloading.

Provision of dyke. Earthling of tanks and pumps.\

Get approval from an explosive department for plan approval, equipment layout & emergency control measures.

No electrical junction box close to storage materials.

Hot work permit system followed for hot working in the ware house.

Toxic Gas Release

Tank Farm Area and Reaction Vessel area

Cylinder blast Rupture of discharge valve Rupture of gas cylinder body Bursting of pipelines

Major gas exposure in the company and /or surrounding area of the company which resulting in irritation to respiratory track eyes and suffocation. More inhalation results in fatalities.

Storage Tank stored under shed and good ventilated area.

Procured by license holder party.

Fitted with valve protection cap.

Valve opened with special key.

Loading/unloading done safely.

Trained persons for Material Handling in Tank Farm and Storage Tank area.

Periodic hydraulic testing through competent person by supplier

Painted according to its color code.

Explosion All Material

Vapor explosion due

Improper discharge of

Flameproof electric installation areas & use



handling areas

to contact of spark to accumulated flammable vapor in confined area

static charge Use of non

FLP equipment for solvent handling

Metal to metal impact

Electrical short circuit

Open flame

spark less tools Isolated storage of Flammable material drums

Hot work permit for hot working in the plant

Earthling for human static charge

Good ventilated area for Flammable material storage

Material handling In Plant

Flammable, eye irritating & body accident

Fire and health Hazards

Trained employee Required PPE and Fire Protective equipment Provided

Good engineering practice Separate storage are with dyke valve system provided

Methanol, Formaldehyde. Ammonia and Melamine Fire Protective System

Storage and other Operation Area

Spillage, Leakage and overflow,

Fire Hazard

Required Fire Extinguisher Provided Flame Proof Electrical Fitting Proper Earthling

arrangement Fire Hydrant System with

Jockey Pump Gas Detector



7.6.4.: Safe Practice for Handling, Storage, Transportation and Unloading of Hazardous Chemicals: For Storage/Handling:

1. Separate from strong oxidant. & Keep it in well ventilated room. 2. Dyke wall shall be provided to all above ground storage tank. 3. Fire hydrant system shall be installed. 4. Safety shower and eye washer shall be installed near storage area. 5. Flame proof light fitting shall be provided at flammable storage area. 6. Proper selection of MOC for chemicals storage tank. 7. Sprinkler system shall be installed at flammable material storage area 8. Earthing/bonding shall be provided for static charges.. 9. Flame arrestor shall be provided on flammable material storage tank vent. 10. Level gauge and level measurement instrument shall be provided on material storage tank. 11. Lightening arrestor on all chimney and building shall be provided. 12. Hazardous material should be stored away from the plant and safe distance shall be maintained. 13. Safety permit system shall be followed for loading, unloading of hazardous chemical. 14. Fencing, caution note, hazardous identification board should be provided. 15. Only authorized person shall be permitted in storage tank area and register will be maintained.

For Transportation & Unloading:

1. Solvent shall be received by road tanker and stored in above ground storage

tank in separated bulk storage area. 2. Loading and unloading procedure shall be prepared for material received

through road tanker. 3. Earthing/bonding shall be provided for static charges.. 4. Flexible steel hose shall be used for unloading from the road tanker. 5. Flame proof electric motor shall be used during loading/unloading. 6. NRV shall be provided on pump discharge line. 7. Fixed pipeline with pumps shall be provided for transfer to vessel. 8. TERM CARD will be provided to all transporters and shall be trained for

transportation Emergency of hazardous chemicals. 9. Personal Protective Equipment (safety goggles, hand gloves, apron, masks,

gum boots etc.) shall be provided.



7.6.5.: Safe Practice for Handling, Storage, Transportation and Unloading of Ammonia: For Storage/Handling:

Storage should be cool, dry, well ventilated and protected from external heat source. A plan should be prepared for readily and definitely approaching all shutoff valves to be used for isolating various parts of the storage facilities.

Gauge glass should be provided with excess flow check valves. The gauge glasses should not be longer than 120 cm and more than 60 cm between supports.

Storage tank construction should be of integrity and double wall type known as ‘can in tank’ type. Each storage tank shall be equipped with two relief valves mounted on a 3-way hand valve to provide means for repair of faulty valve.

Facilities for creating water curtains around the ammonia vapors if they leak out. However, care should be taken not to add water to the liquid ammonia else it will worsen the situation.

Non refrigerated ammonia shall be stored in gas tight containers. A flare stack should be provided to burn ammonia vapor in case safety valve fails to release ammonia pressure.

Leaks of ammonia should be searched for, preferably with Hydrochloric acid solution or with a small cylinder of the compressed SO2 gas. Because of the fire risk, sulfur candles should not be used.

There must be fire fighting extinguishers, personal protective equipment and notice of operating/handling instructions.

A bund wall should be provided outside the radius of storage area, which should not be less than 1 m in height. This bund should have minimum capacity to contain 20 % of ammonia content in the storage.

The bund should have impervious floor and provision for low point drain pit discharging flanged valve to remove any water collected. This flanged valve to remove any water collected. This flanged outlet valve should normally be kept closed.

A remote operated shutoff valve should be provided in the bottom outlet as close as possible to the storage tank/sphere/cylinder.

The isolation valves below the pressure relief valves should be kept locked open or interlocked in such a way that always at least one of the two is in open position.

Vent line should be provided with loose fitting rain caps. A multipoint continuously Ammonia monitors with alarm should be installed in the storage and ammonia handling areas.

Proper selection of MOC of plant and equipment for handling ammonia is strongly recommended.

Preventive maintenance plan is advisable. Avoid contact of ammonia with incompatible chemicals like mercury, chlorine, iodine, bromine, calcium, silver oxide and hypochlorite.



For Transportation & Unloading:

In the ammonia tank, truck and railway wagon loading/unloading station, technical provision should be installed to prevent trucks or rail wagons from being driven away while hose is connected. This could be a barrier which is removed only after hose and /or the load arms have been put back in its position.

The insulation of pipelines carrying Liquid Ammonia should be maintained properly. Excess flow valve is must.

7.7. OCCUPATIONAL HEALTH SURVEILLANCE PROGRAMME Health surveillance is the monitoring of a person’s health to identify changes in health status due to occupational exposure to a hazardous substance. It includes biological monitoring. Ideally, the avoidance of work-related diseases should be achieved by the prevention or controlling exposures to hazardous substances in the workplace. Where a process cannot be designed or maintained to eliminate the risk of exposure, it may be necessary for workers to undergo health surveillance. Aims of health surveillance:

1. Identify those at increased risk Health surveillance is used to identify workers who have an increased risk of developing an occupational disease. For example, people who have existing skin, kidney, liver and eye disorders, heart problem; additionally smokers and pregnant women are at increased risk of being severely affected if exposed to Methanol. 2. Compliance with regulations Health surveillance is sometimes required by laws and codes of practice (for example, a worker exposed to lead in battery manufacture or a spray-painted exposed to isocyanates in two-pack paints). Each state or territory has regulations containing a schedule of hazardous substances for which health surveillance is mandated. 3. Early detection The major purpose of health surveillance is to detect adverse health effects at an early stage so that the worker may be protected from further injury, either by control of the process or by removal from exposure. 4. Evaluating effectiveness of control measures Health surveillance is not a control measure in itself and should not be the sole means of determining whether control measures are effective. However, it can provide useful information on the effectiveness of safe working practices. 5. Epidemiology and disease Health surveillance can be used to evaluate the health experiences of groups of workers exposed to specific hazardous agents or working within a particular industry.



Workers should be made aware that health surveillance is sometimes necessary to ensure their ongoing health. Health surveillance is often used in addition to workplace monitoring. Workplace monitoring will only indicate the potential for exposure of workers to a hazardous substance. It can never be an indication of the actual amount of substance absorbed or the effect on the body of absorbing the hazardous substance. When a toxic substance (such as an industrial chemical) is present in the environment, it contaminates air, water, food, or surfaces in contact with the skin: environmental monitoring evaluates the amount of toxic agent in these media. As a result of absorption, distribution, metabolism, and excretion, a certain internal dose of the toxic agent (the net amount of a pollutant absorbed in or passed through the organism over a specific time interval) is effectively delivered to the body and becomes detectable in body fluids. Subsequent interaction with a receptor in the critical organ (the organ which, under specific conditions of exposure, exhibits the first or the most important adverse effect) leads to biochemical and cellular events. Both the internal dose and the elicited biochemical and cellular effects may be measured through biological monitoring.

7.8. OCCUPATIONAL HEALTH PROGRAMME The health & physical hazards caused due to toxic, irritant, corrosive, flammable

materials. All chemicals are within Threshold Limit Value as per ACGIH. Monitoring of occupational hazards like noise, ventilation, chemical exposure etc.

will be carried out regularly and its record will be maintained. Good housekeeping, use of PPE, Engineering controls, Enclosure processes, scrubber

system, display of safety boards, SOP of loading / unloading, local exhaust ventilation, safety shower etc. are important safety measures have taken to keep these chemicals within TLV. Appropriate personal protective equipment will be provided & ensure the usage of

them. Workers will be trained on safe material handling of hazardous chemicals. Prepare & display the safe operating procedure for hazardous chemicals storage,

handling & transporting or using. Periodical medical examination of the workers & Liver Function Testes will be done. Register (form no.37) for work place air monitoring will be done. Employee training and education will be carried out. Control the noise at source by substitution, isolation, segregation, barriers etc. Local Exhaust ventilation and scrubber should be installed where it is required to

reduce fumes, vapors, temperature and heat stress. Insulate all hot equipment to reduce air temperature. Reduce the level of physical activity by sharing workload with other or by using

mechanical means.



7.9. CHEMICALS WHICH ARE EXPOSED TO WORKERS DIRECTLY OR INDIRECTLY

(1) Formaldehyde (2) Ammonia (3) Methanol

Pre-employment medical checkup and periodically medical examination will be

done. Liver function test will be done during pre-placement and periodical examination.

7.9.1. Hazardous chemicals are within the Tlv/pel as per acgih recommendation by using gas monitor & work place ambient air monitoring as per GFR

FORM NO.37 (Prescribed under Rule 12-B) Register containing particulars of monitoring of working environment required under section 7-A (a) (e) Name of the Department/Plant: Raw Materials, by-products and finished products involved in the process.

Sr. No. Name of raw materials Consumption

Mt/Month

Formaldehyde- 1800 MT/Month

1 Methanol 810

Urea Formaldehyde Resin-250 MT/Month

1 Formaldehyde 125

2 Urea 84

3 Caustic (NaOH) 0.083

4 Methanol 42

Melamine Formaldehyde Resins-250 MT/Month

1 Formaldehyde 125

2 Melamine 84




4 Methanol 42

Hexamine-90 MT/Month

1 Ammonia 46.35

2 Methanol 141.75

UF Molding powder-250 MT/Month

1 Formaldehyde 167

2 Urea 30


4 Wood Pulp 50

5 Metallic Stearate 9.5

6 Zinc Sulphite 5

7 Barium Powder 83.75

8 Hexamine 8.75

1. Particulars of sampling

Sr. No.

Location/Operation Mentioned

Identified Contaminant

Sampling Instruments Used

Air Borne Contamination

Average

No. of Sample

Range

1 2 3 4 5 6 Sr. No.

TWA concentration as given in second schedule)

Reference Method

Number of workers exposed at the location being monitored

Remarks Signature of person taking sample

Name (in block letters)

7 8 9 10 11 12



7.10. TREATMENT OF WORKERS AFFECTED BY ACCCIDENTAL SPILLAGE OF METHANOL

Hazards With Acute Exposure Contact with skin may cause severe burns or systemic poisoning. Systemic effects may occur from any route of exposure, especially after skin absorption.

Hazards With Chronic Exposure

Repeated or prolonged exposure to Ammonia may harm the respiratory system. Can irritate and inflame the airways. Methanol affects the central nervous system, liver, and kidneys.

Special Safety Precautions

Prevent contact with skin by wearing neoprene gloves, lab coat, and resistant apron. Wear safety glasses or a face shield if splashing may occur. Store in a cool, dry, well-ventilated area, away from heated surfaces or ignition sources. Skin contact requires immediate washing of the affected area with soap and water. Remove contaminated clothing and launder before wearing again.

Procedure for treating workmen after skin contact

Skin contact requires immediate flushing of the contaminated area with soap and water at a sink or emergency shower for a good fifteen minutes. Remove contaminated clothing. In case of eye contact, promptly flush the eyes with copious amounts of water for 15 minutes (lifting upper and lower lids occasionally) and obtain medical attention. If methanol is ingested, obtain medical attention immediately. If large amounts of methanol are inhaled, move the person to fresh air and seek medical attention at once. It is recommended to provide the safety shower and eyewash station in plant.

7.10.1. ANTIDOTES

Antidotes for Methanol Ethanol (30 % solution from inside, 5 % solution from outside i.e. by intravenous

injection) Epicake syrup In case of acidosis give sodium bicarbonate In case of delirium give diazepam 10 mg by intravenous injection Folinic acid (leucovorin 1 mg/kg iv, 4 hourly)

Antidotes for Ammonia Skin Contact: Wash with plenty of water for 15 min. and then wash with dilute lactic

acid and apply Soframycin cream.



Eye Contact: Wash with plenty of water in eye fountain for 15 min. and then put one drop of 0.4% Benzocaine (Novocaine) solution in eye. Boric or Lactic acid solution eye drops can also be given.

Swallowed: If entered in throat then give smell through cotton dipped in ethanol or ether through nose. Administer Oxygen in case of breathing difficulty.

Antidotes for Formaldehyde Milk Activated Charcoal or Water

7.10.2.: Details of fire extinguishers:

TOTAL: 25 NOs.

7.10.3.: Minimization of the manual handling of hazardous substance

Whether moving materials manually or mechanically, your employees should know

and Understand the potential hazards associated with the task at hand and how to control. Their workplaces to minimize the danger.

Employers and employees should examine their workplaces to detect any unsafe or unhealthful conditions, practices, or equipment and take corrective action.

Provide flameproof electrical motor & transfer chemicals through the pipelines. Use specially designed pallets to hold, move raw materials, finished products through

work areas. Minimize lifting of raw materials, heavy loads by using appropriate platforms, trolleys

etc. Avoid the moving, manual handling of hazardous material.

SR. NO. TYPE OF FIRE EXTINGUISHERS CAPACITY EXISTING PROPOSED

1 ABC powder type 5 kg -

25 2 DCP powder type 5 kg -

3 CO2 gas type 5 kg -



7.11. DO’S AND DONTS’

Handling of Chemicals

Do’s Don’ts Know the hazards of the chemical before

handling. Know the antidotes for chemical, which you

are handling. Do keep material safety data sheet in locations

where chemicals are being handled and study it. Use appropriate personal protective

equipment like gloves, aprons, and respirator; face shield etc. depending upon nature of the work.

Label every chemical that you use and tightly close the container.

Use eye wash fountain / safety shower in case of splash of chemicals in the eye or body for at least 15 minutes.

Segregate toxic, flammable chemicals and keep them under control.

In addition to draining and closing valves, lines should be blanked before taking up maintenance work.

Provide proper ventilation at the chemical handling area to limit their concentration within prescribed level.

Do not store the chemicals that are incompatible with other chemicals.

Do not spill the chemicals. Do not dispose chemical without

neutralizing. Do not keep large inventory of

chemicals. Do not allow empty containers of

hazardous chemicals to be used by others. Do not use compressed air for

transferring chemicals. Do not stand near chemical transfer

pump while it is in operation with temporary hose connection.

Pouring of chemicals by hand or doing siphoning by mouth should never be adopted.

Chemicals drums should never be moved without protection.

Do not attempt to neutralize the acid / alkali on the skin. Use water only.

Do not use solvent for cleaning hands.

Material Handling

Do’s Don’ts Use proper lifting tool and tackle having

adequate capacity. Only authorized persons should operate

material handling equipments. Each tool, tackle or equipment should have

number and safe working load (SWL) marked on it.

Assess weight of the material, distance to be carried and hazards etc. before lifting the load.

Inspect and test all the lifting tools and tackles regularly as per Factory Rules.

Wear Personal Protective Equipments while handling of material.

Do not use the equipment for the purpose other than its design intention.

Do not allow personnel to move underneath lifted load.

Do not load the equipment above its safe working load.

Do not use makeshift arrangements for lifting equipment without inspection and test.

Do not use defective tool and tackles. Keep the tools & tackles free from

adverse effect of atmosphere by applying suitable protective coating.



Wherever possible, mechanized material handling shall be adopted.

While lifting a load physically, keep the load as near as possible to the body with feet properly placed for body balance.

Bend knees, keep back straight, keep the load closed to the body and lift the load.

The angle between the legs of two leg sling should not exceed 90 degree.

Do not allow male and female adult to lift a load manually higher than 55 kgs and 30 kgs respectively.

Do not hold the load with tip of the fingers; grasp the load firmly with palm.

Fire Prevention

Do’s Don’ts Follow ‘NO SMOKING’ sign. Deposit oily rags and waste combustible

material in the identified containers and dispose them suitably.

Fire Hose used for any other purpose should be permanently marked and taken out of fire hydrant system.

Keep minimum inventory of flammable and combustible substances.

Take permission before breaking or removal of fire barrier and ensure subsequent relocation of fire barrier.

Check periodically the operability of fixed fire fighting system.

Attend any abnormality / deficiency with fire protection system promptly.

Provide earthling or bonding to prevent accumulation of static charges to tanks where flammable chemicals are stored / handled.

Use instruments that are intrinsically safe in explosive atmosphere.

Do not leave flammable material like acetone, kerosene etc. used as cleaning agent at the work area.

Do not over tighten fire hydrant valves with F-lever.

Do not allow wild grass growth around storage of the gas cylinders and switchyard.

Do not obstruct accessibility to the fire related equipment.

Do not destroy the inspection tag provided with the fire equipment.

Do not misuse fire-fighting equipment other than intended purpose.

Do not store the flammable material in the open container.

Do not use instruments that are not intrinsically safe in the explosive atmosphere.

House Keeping

Do’s Don’ts Assign places for everything and maintain

things at assigned places. Clean the area after completion of work. Use aisle space free for personnel and

material movement. Ensure adequate illumination and

ventilation for the job. Drop paper, plastic, glass, metal and bio-

Do not leave combustible materials in the work area.

Do not smoke in the area of work. Do not allow dust bin to overflow. Do not generate extra waste. Do not disturb the safety equipment from

assigned location. Do not block emergency switches and on/off



medical waste in a separate bin kept for this purpose.

Know the location where emergency equipment such as first aid box, fire fighting equipment, SCBA, Stretchers are kept.

Arrest all types of spills such as chemical, water, oil, air / gas, steam etc. and clean up the area immediately.

Ensure exits are indicated / painted for use during emergency.

switches of the equipment by storming of materials in front of work.

Do not leave cleaning agent like acetone, isopropyl alcohol, kerosene etc. at the work area after completion of work.

Do not block fire exit point by storing materials or by means.

Do not leave a spillage unattended.

7.12. RISK ANALYSIS AND CONSEQUENCE ANALYSIS

ALOHA is an air dispersion model, which you can use as a tool for predicting the movement and dispersion of gases. It predicts pollutant concentrations downwind from the sources of a spill, taking into consideration the physical characteristics of the spilled material. ALOHA also accounts for some of the physical characteristics of the release site, weather conditions, and the circumstances of the release. Like many computer programs, it can solve problems rapidly and provide results in a graphic, easy to use format. This can be helpful during an emergency response or planning for such a response. ALOHA provide output as amount of chemical discharged from the source as well as its concentration in air it takes into account different levels of concentrations for a specified chemical. Software used for calculation- ALOHA (Areal locations of Hazardous atmospheres) Aloha is a computer program designed especially for use by people responding to chemical accidents, as well as for emergency planning and training. ALOHA can predict the rates at which chemical vapors may escape into the atmosphere from broken gas pipes, leaking tanks and evaporating puddles. It can then predict how a hazardous gas cloud might disperse in the atmosphere after an accidental chemical release. ALOHA provides output as amount of chemical discharged from the source as well as its concentration in air it takes in to account different levels of concentrations for a specified chemical. Different concentration levels are given below: ERPG 1: is the maximum airborne concentration below which it is believed that nearly all individuals could be exposed for up to 1 hour without experiencing other than mild transient adverse health effects or perceiving a clearly defined, objectionable odor. ERPG 2: is the maximum airborne concentration below which it is believed that nearly all individuals could be exposed for up to 1 hour without experiencing or developing



irreversible or other serious health effects or symptoms which could impair an individual's ability to take protective action. ERPG 3: is the maximum airborne concentration below which it is believed that nearly all individuals could be exposed for up to 1 hour without experiencing or developing life-threatening health effects. IDLH: The Immediately Dangerous to Life or Health (IDLH) level. A chemical's IDLH is an estimate of the maximum concentration in the air to which a healthy worker could be exposed without suffering permanent or escape-impairing health effects. The consequence analysis has been done for selected scenarios. This has been done for weather conditions having wind speed 2.25 m/s.

Input data for aloha are as below:

(1) Methanol:

SITE DATA: Location: GUJARAT, INDIA Building Air Exchanges Per Hour: 0.82 (unsheltered single storied) Time: March 10, 2014 1445 hours ST (using computer's clock) CHEMICAL DATA: Chemical Name: METHANOL Molecular Weight: 32.04 g/mol AEGL-1 (60 min): 530 ppm AEGL-2 (60 min): 2100 ppm AEGL-3 (60 min): 7200 ppm IDLH: 6000 ppm LEL: 71800 ppm UEL: 365000 ppm Ambient Boiling Point: 64.7° C Vapor Pressure at Ambient Temperature: 0.31 atm Ambient Saturation Concentration: 313,709 ppm or 31.4% ATMOSPHERIC DATA: (MANUAL INPUT OF DATA) Wind: 3.33 meters/second from WNW at 3 meters Ground Roughness: open country Cloud Cover: 0 tenths Air Temperature: 37.6° C Stability Class: C No Inversion Height Relative Humidity: 30% SOURCE STRENGTH: Leak from hole in vertical cylindrical tank Flammable chemical escaping from tank (not burning) Tank Diameter: 5 meters Tank Length: 6.37 meters Tank Volume: 125 cubic meters Tank contains liquid Internal Temperature: 37.6° C Chemical Mass in Tank: 85.7 tons Tank is 80% full Circular Opening Diameter: 10 centimeters



Opening is 10 centimeters from tank bottom Ground Type: Concrete Ground Temperature: equal to ambient Max Puddle Diameter: Unknown Release Duration: ALOHA limited the duration to 1 hour Max Average Sustained Release Rate: 232 kilograms/min (averaged over a minute or more) Total Amount Released: 9,814 kilograms Note: The chemical escaped as a liquid and formed an evaporating puddle. The puddle spread to a diameter of 62 meters. THREAT ZONE: Model Run: Gaussian Red : 31 meters --- (7200 ppm = AEGL-3 (60 min)) Note: Threat zone was not drawn because effects of near-field patchiness make dispersion predictions less reliable for short distances. Orange: 61 meters --- (2100 ppm = AEGL-2 (60 min)) Yellow: 214 meters --- (530 ppm = AEGL-1 (60 min))



(2) Formaldehyde: SITE DATA: Location: GUJARAT, INDIA Building Air Exchanges Per Hour: 0.82 (unsheltered single storied) Time: March 10, 2014 1445 hours ST (using computer's clock) CHEMICAL DATA: Chemical Name: FORMALDEHYDE Molecular Weight: 30.03 g/mol AEGL-1 (60 min): 0.9 ppm AEGL-2 (60 min): 14 ppm AEGL-3 (60 min): 56 ppm IDLH: 20 ppm LEL: 70000 ppm UEL: 730000 ppm Ambient Boiling Point: 100.9° C Vapor Pressure at Ambient Temperature: 2.90e-005 atm Ambient Saturation Concentration: 29.2 ppm or 0.0029% Note: Not enough chemical data to use Heavy Gas option ATMOSPHERIC DATA: (MANUAL INPUT OF DATA) Wind: 3.33 meters/second from WNW at 3 meters Ground Roughness: open country Cloud Cover: 0 tenths Air Temperature: 37.6° C Stability Class: C No Inversion Height Relative Humidity: 30% SOURCE STRENGTH: Direct Source: 200 cubic meters Source Height: 0 Source State: Liquid Source Temperature: equal to ambient Release Duration: 1 minute Release Rate: 31,600 kilograms/sec Total Amount Released: 1,893,922 kilograms THREAT ZONE: Model Run: Gaussian Red : greater than 10 km --- (56 ppm = AEGL-3 (60 min)) Orange: greater than 10 km --- (14 ppm = AEGL-2 (60 min)) Yellow: greater than 10 km --- (0.9 ppm = AEGL-1 (60 min))



(3) Ammonia: SITE DATA: Location: GUJARAT, INDIA Building Air Exchanges Per Hour: 0.82 (unsheltered single storied) Time: March 10, 2014 1445 hours ST (using computer's clock) CHEMICAL DATA: Chemical Name: AMMONIA Molecular Weight: 17.03 g/mol AEGL-1 (60 min): 30 ppm AEGL-2 (60 min): 160 ppm AEGL-3 (60 min): 1100 ppm IDLH: 300 ppm LEL: 150000 ppm UEL: 280000 ppm Ambient Boiling Point: -33.5° C Vapor Pressure at Ambient Temperature: greater than 1 atm Ambient Saturation Concentration: 1,000,000 ppm or 100.0% ATMOSPHERIC DATA: (MANUAL INPUT OF DATA) Wind: 3.33 meters/second from WNW at 3 meters Ground Roughness: open country Cloud Cover: 0 tenths Air Temperature: 37.6° C Stability Class: C No Inversion Height Relative Humidity: 30% SOURCE STRENGTH: Leak from hole in horizontal cylindrical tank Flammable chemical escaping from tank (not burning) Tank Diameter: 2 meters Tank Length: 3.98 meters Tank Volume: 12.5 cubic meters Tank contains liquid Internal Temperature: 37.6° C Chemical Mass in Tank: 6.45 tons Tank is 80% full Circular Opening Diameter: 1 centimeters Opening is 10 centimeters from tank bottom Release Duration: ALOHA limited the duration to 1 hour Max Average Sustained Release Rate: 113 kilograms/min (averaged over a minute or more) Total Amount Released: 5,769 kilograms Note: The chemical escaped as a mixture of gas and aerosol (two phase flow). THREAT ZONE: Model Run: Heavy Gas Red : 298 meters --- (1100 ppm = AEGL-3 [60 min]) Orange: 827 meters --- (160 ppm = AEGL-2 [60 min]) Yellow: 2.0 kilometers --- (30 ppm = AEGL-1 [60 min])



7.13. RISK REDUCTION MEASUREMENT& RECOMMENDATION IN VIEW OF SAFETY CONSIDERATION Storage tank of Formaldehyde, Ammonia and methanol should be installed away from

the plant area. Wind indicator should be provided at the highest level of the plant to know the wind

direction. Automatic sprinkler system for the flammable material tanks (over ground tanks only)

may be provided as knock on effect in case of fire is possible. Containment dykes with proper sloping and collection sumps should be provided so that

any spillages in the bulk storage and other handling areas shall not stagnate and shall be quickly lead away to a safe distance from the source of leakage. This reduces the risk of any major fire on the bulk storages and the risk to the environment shall be minimized/ eliminated.

Inspection of the storage tanks as per prefixed inspection schedule for thickness measurement, joint and weld efficiency etc.

Provision of flameproof electrical fittings / equipment’s. Proper maintenance of earth pits. Strict compliance of security procedures like issue of identity badges for outsiders, gate

passes system for vehicles, checking of spark arrestors fitted to the tank lorries etc. Strict enforcement of no smoking. Periodic training and refresher courses to train the staff in safety fire fighting. Employee training and education will be carried out. Structural fireproofing in the process area could be considered as a safety measure in

the light of probable spill and fires in the area. Emergency drills should be carried out periodically to ensure preparedness must

continue. Wind indicator should be provided at the highest level of the plant to know the wind

direction. Many operations involve use of highly toxic/flammable materials and these needs to be

documented as SOPs. These must be made and kept updated on priority. Extensive training on use of Self Contained Breathing apparatus (SCBAs) must be

ensured for emergency control. Many of the raw materials used for resin are either toxic or flammable. It is therefore

important to ensure that these materials are stored in closed, well ventilated totally safe areas. A fire alarm system (heat and smoke detection) should be provided for the storage area where the material is stored as toxic fumes arise on combustion.

Loose drums of waste materials, often solvent laden, must be removed from the working areas and close watch kept.

Proper Earthing needs to be provided through plug type systems or through the agitators/liquid.

Ventilation should be provided for any enclosed are where hydrocarbon or toxic vapors may accumulate. Several such areas were noticed- these may be surveyed and tackled accordingly.



All personnel should be trained in handling emergency situations and should be apprised of their role in handling emergency situation and to ensure adequacy of the emergency procedures simulated exercise should be carried out. This was found wanting.

Flame arrestor should be provided. Adequate number of caution boards highlighting the hazards of chemicals should be

provided at critical locations. The health & physical hazards caused due to toxic, irritant, corrosive, flammable

materials. All chemicals are within Threshold Limit Value as per ACGIH. Monitoring of occupational hazards like noise, ventilation, chemical exposure etc. will be

carried out regularly and its record will be maintained. Good housekeeping, use of PPE, Engineering controls, Enclosure processes, scrubber

system, display of safety boards, SOP of loading / unloading, local exhaust ventilation, safety shower etc. are important safety measures have taken to keep these chemicals within TLV.

Appropriate personal protective equipment will be provided & ensure the usage of them. Workers will be trained on safe material handling of hazardous chemicals. Prepare & display the safe operating procedure for hazardous chemicals storage,

handling & transporting or using. Local Exhaust ventilation and scrubber should be installed where it is required to reduce

fumes, vapors, temperature and heat stress. Reduce the level of physical activity by sharing workload with other or by using

mechanical means. Pre-employment medical checkup and periodically medical examination will be done.

Following FIRE safety devices WILL BE PROVIDED to protect from any malfunctioning of

plant equipments. Following fire protection systems will be provided. Water storage of adequate capacity to meet the requirements of water for firefighting

purposes. Fire hydrants and automatic sprinkler system. Diesel driven pumps and headers to

supply water to fire hydrant network. Adequate Portable fire extinguishers, sand bucket, wheeled fire & safety equipment

should be provided at the required places. Equipment required for personal safety like blankets, gloves, apron, gum boots, face

mask helmets, safety belts, first aid boxes etc. are provided. Proximity suits and self-contained breathing apparatus to be provided.



7.14. ON SITE EMERGENCY PLAN

INTRODUCTION: An emergency in the premises has the potential to cause serious injury or loss of lives or extensive damage to the property and/or environment and serious disruption both inside and outside the plant. In such cases sometimes outside agencies are required to call for help in handling the situation. The causative factors like plant/equipment failure, human error, earth quake, sabotage etc. will normally manifest in various forms viz. Fire, Explosion, Toxic release, structure collapse etc. This OEP lays down the code of conduct of all personnel in the Plants and the procedures to be adopted by them in the event of an "Emergency". These procedures have been prepared taking into account the minimum strength of manpower available at all times in the premises. The individuals under the direction of the respective Team Leaders shall carry out the responsibilities assigned. The emergency procedures outlined are suitable for round the clock coverage including holidays. These emergency procedures shall be followed as outlined in the OEP during general shifts as well. OBJECTIVES: The overall objectives of OEP are: To control the situation and if possible eliminate as quickly as possible. To avoid confusion/panic and to attend the emergency with clear-cut line of action. To minimize the loss of property to the plant as well as to our neighborhood. To safe guard the non-affected areas. To alert the neighborhood. To arrange head-count and rescue operations. Treatment of the injured. To safeguard others by timely evacuation. To prevent any cascade of emergencies.

DEFINITION:

Environment as defined u/s 2(a) of the environment Protection Act includes water, air and land and the inter relationship which exists among and between water, air and land and human beings, other living creatures, plants, micro organism and property. Environment pollutant defined by the same Act as any solid, liquid or gaseous substances present in such concentration as may be tend to injurious to atmosphere.



Hazardous substance is also defined by the same Act and hazardous process is defined by sec.2 (b) of the Factories Act. 1948. Hazard is a physical situation, which may cause human injury, damage to property or the environment or any combination of these criteria. Chemical Hazard is a hazard due to chemical (including its storage, process, handling etc.) and it is realized by fire, explosion, toxicity, corrosivity, radiation etc. Risk is a likelihood of an undesired event (i.e. accident, injury or death) occurring within a specified period or under specified circumstances. Individual risk is the frequency at which any individual may be expected to sustain a given level of harm from the realization of specific hazards. Social risk is a measure of chances of a number of people being effected by a single event or set of events and is often presented as f/n curves (i.e. frequency v/s number of people effected) The on-site emergency plan will deal with measures to prevent and control emergencies affecting public and the environment outside the premises. The manufacturer should provide the necessary information on the nature, extent and likely effects of such incidents. Disaster is a catastrophic situation in which the day-to-day patterns of life are, in many instances, suddenly disrupted and people are plunged into helplessness and suffering and as a result need protection, clothing, shelter, medical and social care and other necessities of life, such as: - i. Disasters resulting from natural phenomenon like earthquake, volcanic eruptions, storm, surges, cyclones, tropical storms, floods, landslides, forest fires and massive insect infestation. Also in this group, violent draught which will cause a creeping disaster leading to famine, disease and death must be included. ii. Second group includes disastrous events occasioned by man, or by man’s impact upon the environment, such as armed conflict, industrial accidents, factory fires, explosion and escape of toxic gases or chemical substances, river pollution, mining and other structural collapses; air, sea, rail and road transport accidents, aircraft crashes, collision of vehicles carrying inflammable liquids, oil, spills at sea, and dam failures.

ACCIDENT:

An accident is an unplanned event, which has a probability of causing personal injury or property damage or both. It may result in physical harm (injury or disease) to person (s), damage to property, loss to the company, a near miss or any combination of the effect.



A Major accident is a sudden, unexpected, unplanned event, resulting from uncontrolled developments during and industrial activity, which causes or has a potential to cause i. Serious adverse effects immediate or delayed (death, injuries, poisoning or hospitalization) to a number of people inside the installations and/ or to persons outside the establishment. ii. Significant damage may be caused to crops, plants or animals or significant contamination of land waters or air. iii. An emergency intervention outside the establishment (evacuation of local population, stopping of local traffic). iv. Any combination of above.

EMERGENCY:

An emergency is the situation, which has potential to cause a large-scale damage or destruction to life or property or Environment or combination of these within or outside the factory. Therefore it is essential to have a laid down procedure to meet emergency systematically. In any industry, emergency can arise at any moment and this depends on the type of:

Structure Raw materials Machines Nearby Industries Location of the Industry etc.

NATURE OF EMERGENCY:

The "Emergency" specified in this plan will refer to occurrence of one or more of the following natural/manmade events.

Fire Explosion Release of Toxic Gas/Vapour Spillage of flammable liquid /gas Deliberate Sabotage, Terrorism, Air Raid etc. Natural Calamities: - Lightening, Storm, Earthquake, Flood etc. Collapsing of structure Overturning of tanker containing flammable / toxic substances.

MEDICAL HELP:



First Aid Boxes have been provided at various strategic locations. Requisite number employees are trained about First Aid, Liaison with nearest hospitals.

COMMUNICATION SYSTEM:

Alarm Raising for Emergency by blowing the sirens installed The siren will be used for raising the emergency alarm and also for all clear signals. Emergency Siren: The wailing alarm will be sounded intermittently at fixed interval

of 30 seconds for a period of two minutes in case of emergency, such alarm will signify the employees that an emergency has occurred and that the emergency services should be put into operation.

Incident Controller after assessing the situation will declare that emergency is over. Till the Incident Controller issues the declaration, all the leaders will adhere to the task and be present at the prescribed location.

All clear signal will be sounded through continuous siren for 1 minute. Even after the emergency is over a skeleton staff of the Rescue/Evacuation Team will be available at the site of emergency for at least 30 minutes to ensure that the situation is absolutely free from danger.

After the emergency is over, all the team leaders should meet at the Emergency Control Center and each team leader should submit a report to the Incident Controller about team performance and other details observed.

In addition to the above systems, Internal telephones, P.A.System, Mobile telephones, Computer System etc. will be used for communication.

If situation is beyond the control, the external agencies will be informed accordingly and asked for the help. Direct telephone, cell phone or messengers / runners may achieve this. ASSEMBLY POINT:

In case of emergency some locations are considered as Assembly Points. Depending on the wind direction and location of emergency, Assembly Point will be declared. The employees should run across the wind direction and not against the wind direction. Depending upon the location of the emergency the Incident Controller will fix the Assembly Point and Officer will announce the location of the Assembly Point. Employee’s attendance, visitors and contractors workmen register will be made available at the Assembly Point for head count. Emergency control center: Factory Manager Office will be declared as an Emergency control center. Emergency control center is facilities with:

1. Address and Telephone numbers of the Factory Inspectorate, Gujarat Pollution

Control Board, Police, Fire Brigade, Hospitals and OEP Team Members



2. Plant layout-indicating storage of hazardous materials, layout of fire Hydrants/extinguishers, entrances/exits, roads etc.

3. Portable P.A. System, Manual Siren, flood lights, Torches, Pickaxe, Saw, Nylon Ropes. 4. Fire Blankets / Fire Proximity Suit, Breathing Apparatus, First Aid Box etc. 5. List of employees with address, telephone number, blood group etc. 6. Material Safety Data Sheets of all chemicals handled.



WIND SOCKS:

Wind direction will be determined with the help of installed windsocks. MOCK DRILL:

Mock drills are carried out regularly to familiarize the staff with their roles, fire protection equipment/system installed in the plant and use of personnel protective equipment. Senior officials monitor this and shortcomings are thoroughly studied and necessary corrective measures are taken.

PROCEDURES FOR MOCK DRILLS

Inform all the employees about mock drills and the signal to be given. Fix the date and location of the emergency for mock drills. Mock drills will be monitored by observers. Raise the siren for emergency. After hearing the siren the Incident Controller, Site Controller, Officers and Team Members should actuate the “On-site Emergency Plan”.

PROCEDURE ON NOTICING AN EMERGENCY

If anybody notices any situation, which may lead to a disaster, should be immediately

inform the Shift In-charge / site controller / Incident Controller / Fire & Safety Supervisor / Security.

Take charge of the situation as Incident Controller. Rush to the site of emergency to get the correct picture and then to Emergency

Control Center for speedy control over the situation by making an arrangement for raising the alarm.

On arrival of Team members, he shall assign duties as required and activate the On-Site Emergency Plan.

Ensure safety of the plant and the personnel in the plant. He will make an assessment of the emergency and decide on external assistance.

Communicate and Coordinate among the Incidents Controller/ Site Controller/ Factory manager/ fire safety supervisor etc. and will be the final authority on all matters related with management of emergency such as:

Fire fighting. Welfare and rescue operations. Arrange for Civil/Mechanical/Electrical work during emergency. Transport.



INCIDENT CONTROLLER / SITE CONTROLLER:

Rush immediately to the scene of the fire/emergency, select and set out appropriate fire/emergency equipment. He will take the below mentioned actions at the earliest opportunity, if the fire/emergency is not controlled. He will Call the security personnel from their residences for additional manpower if

required. Regulate entry and exit of personal required for controlling the

fire/emergency. Restrict exit of personal required for controlling the fire/emergency. Arrange for Personnel Protective Equipment required for the emergency. Call, the local Fire Brigade, Police in case of necessity in consultation with the

Incident controller. Arrange transport facilities for removal of causalities to dispensary /

hospital. Take responsibility of law and order. Keep detailed records of the incident and progress of operations to fight the

emergency.

FACTORY MANAGER:

He will rush to the Emergency Control Centre and collect the information from the Incident Controller. Further he will,

Announce the location of the Assembly Point after getting information from Incident Controller / site controller.

Take the list of persons to be communicated internally and externally. Maintain liaison with the press, government agencies i.e. Police, Fire Brigade etc. and

the neighborhood regarding the emergency under instructions from Incident Controller.

Courteously Receive officers from the State Government or neighbors to the Administration Block only and inform to Incident Controller that they can be taken care off.

Take all the steps required for the welfare such as providing tea, snacks, emergency temporary Medical Center in consultation with the incident controller/site controller.

Disclose all the necessary information in the plant and media so as to avoid rumors and Confusion.

Also be responsible for the head counts at the Assembly Points. FIRE & SAFETY SUPERVISOR/ SHIFT INCHARGE & SECURITY:

Proceed to the scene; establish contact with firemen and incident controller to supplement efforts in fire fighting.

Assist in searching casualties and help to remove them to the medical center. Organize outside assistance in fire fighting and rescue operations if required.



Mobilize personal protective equipment and safety appliances and assist personnel handling emergency in using them.

Keep and check on any new development of unsafe situation and report the same to Site Main Controller.

Collect and preserve evidence to facilitate future inquiries. Effectively cordon off the emergency area and will prevent unauthorized people

entering the scene. Permit the Fire tenders or Ambulance requisitioned by Incident Controller to the

plant. Ensure that vehicles and trolleys are sent out of the plant premises. Ensure that all the employees are conducted out of plant and assembled at Assembly

Point. Control Traffic Movement. Remove tankers, tanker drivers outside. Entry of unauthorized public to be prevented. Arrange for vehicles for shifting casualties and essential workers to safe assembly

points.

ENGINEERING/ OPERATION & MAINTENANCE:

Ensure the safety of the remaining part of the plant. Take necessary steps for plant shutdown in consultation with the site controller. Ensure that an Operator is immediately available at the Water Pump House for fire

fighting. Mobilize with necessary tools and tackles to handle any repair work on an

emergency basis.



7.15. MATERIAL SAFETY DATA SHEET 7.15.1. MSDS of Formaldehyde



7.15.2. MSDS of Methanol:



7.15.3. MSDS of Ammonia



7.15.4. MSDS of Urea



8.0 COST ANALYSIS

8.1 Capital Cost



8.2 Environmental cost

Hazardous/solid waste management 1.0



9.0 ENVIRONMENTAL MANAGEMENT SYSTEM

9.1 Introduction

The earlier sections identified measures for environmental protection especially for

providing the necessary pollution control to comply with the standards stipulating the

limits for emitting pollutants in air, water or on land so that the assimilative capacity is

not exceeded.

Standards are stipulated by various regulatory agencies to limit the emission of

pollutants in air and water. Similarly, a mandatory practice is recommended for

preparing an Environment Statement each year in order to encourage the industries to

allow efficient use of resources in their production processes and reduce the quantities of

wastes per unit of product. This in itself is not sufficient since this does not provide an

assurance that its environmental performance not only meets, but also will continue to meet

legislative and policy requirements.

Hence, Environmental Management Systems (EMS) is suggested at the industry level for

ensuring that the activities, products and services of the region conform to the carrying

capacity (supportive and assimilative capacity). This is based on Bureau of Indian

Standard Specification IS: 13967 (1993): Environmental Management Systems -

Specification (equivalent to British Standard BS 7750). Since this is more in line with the

quality systems, it is recommended that the proposed plant develop one as outlined in

the following sub-sections.

The EMS - its set-up, role and responsibilities - is given subsequently.

9.2 Formation of an Environmental Management System

The environmental management system to be formed by the industry will enable it to

maximize its beneficial effects and minimize its adverse effects - with emphasis on

prevention. It will:

Identify and evaluate the environmental effects arising from the industry's proposed

activities, products and services to determine those of significance;



Identify and evaluate the environmental effects arising from incidents, accidents and

potential emergency situations;

Identify the relevant legislative and regulatory requirements;

Enable priorities to be identified and pertinent environmental objectives and targets

to be set;

Facilitate planning, control, monitoring, auditing and review activities to ensure that

the policy is complied with; and

Allow periodic evaluation to suit changing circumstances so that it remains relevant.

9.3 Implementation of an Environmental Management System

9.3.1 Commitment

It is essential that the top management of the industry is committed to development

of its activities in an environmentally sound manner and supports all efforts in

achieving this objective.

Experience has shown that all attempts to change the processes and production

methods, which reduce/prevent wastes and inefficient use of resources, ultimately

result not only in environmentally sound practices but also better business returns.

9.3.2 Preparatory Environmental Review

An industry with no formal environmental management system will first establish its

current position with regards to environment through a preparatory environmental

review. This will cover four areas:

Legislative and regulatory requirements;

Evaluation and registration of significant parameters and their environmental

impacts;

Review of environmental management practices and procedures; and



Assessment of feedback from investigation of previous environmental incidents and

non-compliance with legislation, regulations or policies and procedures.

The resulting report will address:

The nature and extent of problems and deficiencies;

The priorities to be accorded to rectify them; and

An improvement program designed to ensure that the personnel and material

resources required are identified and made available.

9.3.3 Environmental Policy

The industry's management will actively initiate, develop and support the

environmental policy, which is relevant to its activities, products and services and their

environmental effects.

Broadly this covers the following:

Be consistent with the occupational health and safety policy and other industrial

policies (such as quality policy);

Indicate which of the industrial activities are covered by the environmental

management system;

Be communicated and implemented at all levels of the industry; and

Be available publicly.

The corporate policy for Environmental Management is to create sound and eco-friendly

environment for sustainable development at all production projects, plan new projects

with environment -friendly considerations, plan regulative, ameliorative and mitigative

measures to protect environment and fully merge into the overall corporate policy for

achieving the targeted business goals of the Corporation.

Objectives: The environmental policy is framed specifically to fulfill the following

objectives:



Create a work environment which enhances/motivates production and productivity.

Create a residing environment for the enjoyment and peace of employee.

Encourage safe and scientific operations and other well-established engineering

practices.

Promoting awareness amongst the employees and the neighborhood population for

adopting environmentally friendly acceptable procedures and restricting environmental

degradation and pollution to the barest minimum

Establishing "Eco-label" for its finished products so as to promote domestic and

international markets.

To achieve communal harmony and peace amongst the employees and the local

villagers for heading fast towards "sustainable development". In environmental and

ecological planning, information about the context of the issue and about the inter-

relationship between natures is infused into the plan making process.

Sustaining human fulfillment and the resources that need to be sustained viz.' clean

air and water, individual and community welfare and well being, equity, maintaining

ecological process and bio-diversity.

Meaningful use of and within the leasehold areas and in the immediate neighborhood.

9.3.4 Organization and Personnel

To facilitate the implementation of the EMS, one of the most important aspects relate to

the organization and personnel. The related issues are:

Define and document the responsibility, authority and inter-relations of key

personnel involved in the implementation of the environmental policy, objectives and

environmental management system;

Identify the in-house verification requirements and procedures including resources

and personnel;

Appoint a Management Representative (MR);



Communicate to employees at all levels the importance of compliance with the

environmental policy, their role and responsibilities in achieving compliance, the

potential consequences of departures from the specified procedures and identify and

provide appropriate training; and

Establish and maintain procedures to ensure that contractors are made aware of the

environmental management system requirements and provisions.

9.3.5 Environmental Effects

The industry will establish and maintain procedures for:

Receiving, documenting and responding to internal as well as external

communications concerning environmental aspects and management;

Identifying, examining and evaluating the environmental effects of its activities

under normal and abnormal/emergency situations (including risk assessment) and

compiling significant effects in a register; and

Recording all legislative, regulatory and other policy requirements and codes in a

register.

9.3.6 Environmental Objectives and Targets

The objectives will be set with a view to realizing gradual and steady improvements in

environmental performance through application of best available and economically

viable technology.

The areas targeted for improvement will be those where improvements are most

necessary to reduce risks (to environment and industry) and liabilities. These will be

identified through cost-benefit analysis wherever practicable.

9.3.7 Environmental Management Program

The establishment of an environmental management program is the key to compliance

with the industry's environmental policy and achievement of the environmental

objectives and targets. It will designate the responsibility for achieving the targets at



each level and the means thereof. It will deal with the actions required for the

consequences of the industries past activities as well as address the life cycle of

development of new products so as to effectively control adverse impacts.

9.3.8 Environmental Management Manual and Documentation

The documentation is intended to provide an adequate description of the environmental

management system. The manual is expected to provide a reference to the

implementation and maintenance of the system.

9.3.9 Operational Control

The management responsibilities will be defined to ensure that the control, verification,

measurement and testing of environmental parameters within the industry are

adequately co-coordinated and effectively performed.

The control, verification, measurement and testing will be made through documented

procedures and work instructions defining the manner of conducting activities, the

absence of which can lead to violation of the environment policy.

In the event of non-compliance, procedures for investigation of the causative mechanism

will be established and the factors reported for corrective actions.

9.3.10 Environmental Management Records

The industry will establish and maintain a system of records to demonstrate compliance

with the environmental management systems and the extent of achievement of the

environmental objectives and targets. In addition, the other records (legislative, audit

and review reports) and management records will address the following:

Details of failure in compliance and corrective action;

Details of incidents and corrective action;

Details of complaints and follow-up action;

Appropriate contractor and supplier information;



Inspection and maintenance reports;

Product identification and composition data;

Monitoring data;

Environmental training records; and

House keeping.

9.3.11 Environmental Management Audits

The management audits are to determine whether the activities are conforming to the

environmental management systems and effective in implementing the environmental

policy. They may be internal or external, but carried out impartially and effectively by a

person properly trained for it. Broad knowledge of the environmental process and

expertise in relevant disciplines is also required. Appropriate audit programs and

protocols will be established.

9.3.12 Environmental Statement

As a mandatory requirement under the Environment Protection Rules (1986) as

amended through the Notification issued by the Ministry of Environment and Forests in

April 1993, an Environmental Statement will be prepared annually. This will include the

consumption of total resources (raw material and water per ton of product), quantity

and concentration of pollutants (air and water) discharged, quantity of hazardous and

solid waste generation, pollution abatement measures, conservation of natural

resources and cost of production vis-à-vis the investment on pollution abatement. The

intention of this statement is:

To identify the process/production areas where resources can be used more

efficiently through a comparison with the figures of a similar industry (thereby reducing

the consumption per unit of product);

To determine the areas where waste generation can be minimized at source and

through end of pipe treatment (thereby reducing the wastes generated and discharged

per unit of product); and



To initiate a self-correcting/improvement system through an internal analysis to

achieve cost reduction through choice of superior technology and more efficient

practices.

9.3.13 Environmental Management Reviews

The senior management will periodically review the Environmental Management

System (EMS) to ensure its suitability and effectiveness. The need for possible changes in

the environmental policy and objectives for continuous improvement will be ascertained

and revisions made accordingly.

EMS based on the above objectives will be formulated and implemented at the industry

level. Every department will be headed by Sr. Manager / Manager level officer belonging

to disciplines like Civil, Mechanical, Electrical, Instrumentation, Chemical, Metallurgical,

Information technology etc. The Environment Department will be headed by Manager

(Environment) and adequate staff will be provided for establishing environmental

controls within the plant.

9.4 Concept of Waste-Minimization, Recycle/Reuse/Recover Techniques, Energy

Conservation, and Natural Resource Conservation

Waste-minimization

Process optimization can be done by using latest technology equipment. Fly ash will

be sold to nearby brick manufacturers.

Recycle/reuse/recover

Zero discharge technology will be adopted. Dust collected from air pollution control

equipment and ash will be recycled in the in Cement manufacturing process. The main

source of hazardous waste generation is the ETP sludge from the effluent treatment

plant, which will be sent to TSDF. The ancillary source of hazardous waste generation

will be used/wasted oil which will be reuse or sell to MoEF approved scrap vendors,

discarded barrels/ drums/ bags/ liners /carboys from the raw material handling &

storage which will be decontaminated and reused or sold to GPCB approved scrap

vendors.



Fly Ash disposal plan

Proposed Boiler Capacity: 1 MT

Fuel: Coal

Quantity: 2.314 MT/Day

Fly ash Calculation:

As per fuel characteristics; coal contain 38 % ash

Maximum Ash generated from proposed industry;

2.314 MT/Day X 38 % Ash = 0.88 MT/Day

So, Maximum 0.88 MT/Day Ash will be generated from the proposed Boiler.

It will be stored into silo with proper care and sold to bricks manufacturer.

Energy Conservation Measures

Latest Technology will be adopted

Natural Resource Conservation

To conserve ground water rain water harvesting will be carried out to store rain for

future use and also to recharge ground water.

9.5 Institutionalizing Corporate Environmental Responsibility

9.5.1 Introduction and Scope

Environment and natural resources are the prime source of all material inputs to

economic activities. The environment also acts as a receiver and sink of the various

kinds of waste generated through human activity. A proper balance between the

developmental needs and environmental concerns is necessary in order to pursue the

path of sustainable development.

Sustainable Development involves an enduring and balanced approach to economic

growth, social protection and justice, and environmental conservation.



9.5.2 Corporate Environmental Policy Implementation

M/s Pawan Formalin Pvt. Ltd. shall specify an organizational structure to oversee the

effective implementation of Corporate Environmental Policy. This structure shall define

key responsibilities within the various levels of an organization for policy

implementation and shall include top to bottom and bottom to top involvement

throughout the Organization. A suggested model structure is provided below in Figure-

9.1.

FIGURE 9.1 Model structure showing information flow

The management shall ensure the availability of resources essential to implement the

corporate environmental policy across all its activities/projects. Resources shall include

human resources, organizational infrastructure, technology and financial resources.

Roles and responsibilities shall be defined, documented and communicated to facilitate

the effective implementation of the environment policy. As part of the existing

management structure, compliance management will also oversee the environmental

performance status inclusive of the conditions prescribed under various environmental

consents and clearances, as well as the corporate norms, standards and targets that

exceed the legal compliance requirements.

Factory Manager

Safety officer

Un-skilled person

Skilled

Director



9.5.3 Documentation

The organization shall clearly specify and document the following:

a. Resource allocation for effective implementation of environmental policy.

b. Defined responsibilities and roles.

c. Expected major measureable and perceivable results/deliverables, including corporate

targets.

All achieved milestones should be well supported by documentary evidence in the form of

photographs, monitoring records, and/or reports, wherever applicable.

9.5.4 Transparency in the implementation of Environmental Policy

Monitoring is crucial and needs to be conducted periodically. Monitoring helps those

involved with implementation of Environmental Policy to assess if progress is being

achieved in line with expectations. It serves to drive accountability and transparency,

and provides for learning to implement in future initiatives. Systematic and structured

reporting process will facilitate accountability and transparency between the

organizations and their internal and external stakeholders.

M/s Pawan Formalin Pvt. Ltd. shall implement a monitoring mechanism by its defined

organizational structure with clear roles and responsibilities for its project/activity

comprising of the following steps:

a. Creating a legal register specifying all the regulatory compliance conditions along with

the compliance conditions, clearance conditions that have been found by the Ministry

or other public authorities. Conducting a baseline assessment in order to be able to

monitor progress.

b. Monitoring, collecting and documenting data on the environmental performance.

c. Preparing Annual Environmental Performance report and including it in its Annual

Report.

M/s Pawan Formalin Pvt. Ltd. may communicate information on their environmental

performance in a structured manner to all their stakeholders and the public at large. The



management shall ensure that appropriate and necessary information that describes the organizations’ environmental performance is communicated throughout the company. This will allow the internal stakeholders to fulfill their responsibilities to help the

organization reach the planned environmental performance.

Chapter 10

EXECUTIVE SUMMARY IN

ENGLISH

&

GUJARATI

OF

M/s Pawan Formalin Pvt. Ltd. (New Formaldehyde, Hexamine & Resin

Manufacturing Project)

Survey No.: 24/P, Village: Jambudiya, Taluka: Morbi, District: Morbi-Rajkot, State: Gujarat

Pin – 363642



10.0 EXECUTIVE SUMMARY IN ENGLISH & GUJARATI

EXECUTIVE SUMMARY – ENGLISH

1 INTRODUCTION

PPPaaawwwaaannn FFFooorrrmmmaaallliiinnn PPPvvvttt... LLLtttddd... is a Private Limited company, proposing to manufacture

Formaldehyde, Hexamine along with Resins (Melamine Formaldehyde, Urea

Formaldehyde and U.F. Moulding Powder) at Survey NO. 24/P, Village: Jambudiya,

Taluka: Morbi, District: Morbi-Rajkot, Gujarat. Proposed unit will manufacture

Formaldehyde, Hexamine & resins for production within its premises and for sale

outside.

The total land area of company is 10060 m2 out of which 3096 Sq. Mt. land will be used

for greenbelt area development. The estimated cost of the Resin project is 3.6 Crore.

Total budget allocation towards Environmental Management Facilities will be Rs. 70.50

Lacs. Total 30 persons will be employed including skilled persons, unskilled persons

and office staff.

M/s. T. R. Associates is carried out EIA/EMP studies for Environmental Clearance from

Ministry of Environment and Forests, Govt. of India. Production details are given below:

No. Product Total Quantity

( MT/MMonth)

1. Formaldehyde (37%) 1800

2. Urea Formaldehyde Resin 250

3. Melamine Formaldehyde Resin 250

4. U.F. Moulding Powder 250

5. Hexamine 90



The proposed product Formaldehyde (37%), Hexamine, Melamine Formaldehyde Resin,

Urea Formaldehyde Resin & Urea Formaldehyde Moulding Powder falls under clause

No.5 (f) of category “A” as stated in Environment Impact Assessment Notification

published on 14th September 2006 and hence the project proponent has to obtain the

Environmental Clearance from New Delhi. As a part of this procedure, Public Hearing is

required to be carried out as per the notification as well as the TOR granted to the unit

by the Expert Appraisal Committee (Industry-2).

This study of Rapid Environment Impact assessment (EIA) is based on studies carried

out during the month November 2013 to January 2014. The environmental parameters

(ambient air, water, soil, noise, flora and fauna) selected for study are those, which are

likely to be most affected by the project. The study area is defined as an area within 5.0

Km. radius from center of the site. Socio-economic environment study is only carried

out for 10 Km. radius from center of the site.

Salient Features with in 10 km radius surroundings area as follows:

S.No Important Features Description

1 Location Survey No. 24/P, Village: Jambudiya, Taluka:

Morbi, Dist.: Morbi-Rajkot, 363642

2 Topomap

(10 km radius)

F42K13 & F42K14

3 Longitude 70° 54’ 05.61’’ E

4 Latitude 22° 47’ 06.87’’N

5 MSL 224 ft

6. Nearest power station PGVCL (Paschim Gujarat Vij Corporation Ltd.)

7 Proponent Name Mr. Kumar K. Hothi- 098795 30737



8 Corporate office address M/s. Kanji Parshottam & Brothers, Opp. Gandhi

Baugh, Near Union bank of INDIA, Morbi- 363641.

9 Temperature range 180 C to 450 C

10 Annual Rain fall 660 mm

11 Neatest Road NH – 8A (0.1 Km)

12 Nearest Railway station Nazarbaug railway station(10.1 km)

13 Nearest city Morbi (13.8 km)

14 Nearest village Jambudiya (1.5 km)

15 National HW NO NH: 8 A – 0.1 km

16 State HW No SH 321 (07 km)

17 Seismic Zone Zone-III (Less Active)

18 National Parks /

Sanctuary

Paneli reserve forest at 2.07 KM in ENE direction.

And 3.1 km in SSW.

2. AIR ENVIRONEMNT

The base line Ambient Air Quality (AAQ) status within 5 KM study area has been

assessed through a monitoring network of 7 AAQ sampling stations during Winter

season November – 2013 to January - 2014. Map showing 5 Km radius area is shown

here. Design of network for Ambient Air Quality monitoring locations were decided on

meteorology & available infrastructure facilities. The base-line Ambient Air Quality of

the study area was monitored for Particulate Matter (PM10 & PM2.5), Sulphur Dioxide

(SO2) and Oxides of Nitrogen (NOx). The result for the same is given here.



GOOGLE IMAGE SHOWING PROJECT SITE



TOPOMAP SHOWING 10 KM RADIUS AREA FROM PROJECT SITE

Proposed project site –– PPawan Formalin Pvt. Ltd.



Name of the Villages for baseline monitoring

AMBIENT AIR QUALITY WITHIN 5 KM RADIUS AREA

FOR November 2013 to January 2014

Pollutant Particular LOCATION

Project site

Nava Jambudiya

Juna Jambudiya Rafleshwar Jodhpar Bhadiyad Paneli

PM 2.5

μg/m3

Min 33.8 34.5 33.8 34.8 30.1 33.5 33.6

Max. 44.7 43.0 44.4 43.5 43.3 43.7 44.0

Avg. 39.7 39.7 40.9 40.5 40.5 40.2 39.7

PM 10

μg/m3

Min 63.2 67.2 67.2 67.4 64.5 68.6 63.2

Max. 79.8 77.2 80.2 79.8 77.7 77.7 80.3

Avg. 73.2 72.5 72.8 72.5 73.6 73.3 73.0

SOx

μg/m3

Min 9.5 9.4 8.1 8.5 10.2 11.4 8.1

Max. 17.1 20.7 15.6 19.1 20.7 20.7 15.3

Avg. 13.6 13.5 13.3 13.9 13.6 13.9 12.9

NOx

μg/m3

Min 16.1 17.2 17.9 16.2 18.8 17.9 14.4

Max. 26.8 25.5 28.0 25.9 30.7 30.7 24.7

Avg. 22.8 21.6 22.2 22.2 22.3 21.8 21.6

HC N.D N.D N.D N.D N.D N.D N.D N.D

VOC N.D N.D N.D N.D N.D N.D N.D N.D

Code Air Location Distance in km

Direction

A1 Project site - -

*A2 Nava Jambudiya 0.85 NW

*A3 Juna Jambudiya 1.25 SE

A4 Rafaleshwar 1.44 S

A5 Jodhpar 3 SW

A6 Bhadiyad 4.33 NW

A7 Paneli 4.3 E



3. WATER ENVIRONMENT

Analysis of Ground Water & Surface Water samples revealed that the both ground water

quality & surface water quality is satisfactory to serve for domestic purposes as per

drinking water quality standards IS: 10500

4. ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES

4.1 AIR ENVIRONMENT

The main source of gaseous emission is flue gas emission from stack attached to Steam

Boiler (1 MT/Hr.), D. G. Set (300 KVA).

Coal/White coal will be used as a fuel & the requirement shall be 2.314 MT/Day. Proper

stack height (30 M) will be provided for proper atmosphere dispersion. Multi cyclone

dust collector will be provided with Steam boiler. The probable emitted pollutants will

be SPM, SOx & NOx. However, it will be almost within the prescribed norms. Since HSD

will be used as a fuel for D. G. Set, which will be used in case of power failure, the flue

gas emission will also be well within prescribed norms and there will be no need of any

air pollution control measures for D. G. Set.

4.2 WATER ENVIRONMENT

Water requirement will be satisfied from bore-well. The total fresh water requirement

will be 65.45 KL/Day that will be required for domestic, Cooling (make up), steam

boiler, scrubbing & Sprinkling process, manufacturing process and gardening purpose.

Wastewater generation from the industrial activities will be 6.65 KL/D. This wastewater

generated from manufacturing process & rest of industrial activities will be treated in

Multi effect Evaporator and reused in process. Domestic effluent will be disposed off to

soak pit through septic tank.

Thus, there will not be any major impact on the water environment due to proposed

project.



Water balance diagram and ETP flow diagram is shown below.

EFFLUENT TREATMENT PLANT DIAGRAM

ZERO DISCHARGE

WATER BALANCE DIAGRAM

EffluentCollected in







4.3 SOLID WASTE MANAGEMENT

The entire quantity of hazardous waste will be handled & disposed as per Hazardous

Waste (Management, Handling & Trans boundary Movement - Rules 2008 (amended

time to time). The main hazardous waste generation will be ETP waste, used oil &

Discarded Plastic Bags.

ETP waste will be disposed off at approved TSDF site, used oil will be reused within

premises as a lubricant or sold to registered recycler, and discarded plastic bags will be

sold to authorized vendor.

The unit will provided isolated area for the storage of hazardous waste. Thus, hazardous

waste management system provided by the unit will be adequate and there will not be

any major impact on the environment due to hazardous waste management.

4.4 GREEN BELT DEVELOPMENT

The unit proposes to provide total green belt area up-to 3096 Sq. Mt. area for

development. Thus, total water consumption will be 5.8 KL/D.



5. ENVIRONMENT MONITORING PROGRAME

Monitoring of environmental factors will enable us to identify the changes in the

environmental impacts at various locations. To ensure the effective implementation of

the EMP, monitoring of ambient air quality, stack emissions, analysis & monitoring of

water environment and noise level will be carried out as required / specified by

statutory authority.

6. QUALITATIVE RISK ANALYSIS

Risk analysis and study have been carried out for identification of hazards, selection of

credible scenarios, Risk Mitigation measures etc. All the hazardous chemicals will be

stored and handled as per MSDS guidelines. Personal protective equipments will be

provided to the labors.

7. Project Benefits:

The proposed project will become beneficial to the surrounding area or community in

terms of infrastructural development, social development, employment and other

benefits.

The proposed project has a potential for employment of skilled, semiskilled and

unskilled employees during construction phase as well as operation phase. A total 30

nos. of person is likely to get employment due to the project. The project will spend 1.5

% of the total profit for socio-economic development & for nearby educational

institutes. The proposed project will be active in CSR Activity.



8. Conclusion:

Negligible impacts will occur on air quality. However, all the necessary air

pollution control measures will be provided.

No ecological damage will occur.

No adverse impacts will occur on water environment.

Local employment opportunities will increase.

Various other environment parameters like Forest/ National Park/ Sanctuary

and Religious / Historical Places will not be affected.

Environment Management Plan has been formulated to control all the pollutant

parameters and Environment Management Cell has been set-up to ensure that

these parameters do not exceed the norms set out by the concerned authorities.

After commissioning of the proposed project the Environmental Management

Cell will take care of all the pollution control measures.

It can be concluded that positive implementation of mitigation measures and

environmental management plan during the construction & operational phase,

there will be negligible impact on the environment.

EIA Preparation for the Proposed Plant for Formaldehyde, Hexamine & Resin Manufacturing of M/s Pawan formalin Pvt. Ltd


EXECUTIVE SUMMARY – GUJARATI

સં ી ત અહવાલ

૧. તાવના:-

મેસસ પવન ફોમલીન ા. લ. એ ાઈવેટ લિમટડ કંપની છે. તાિવત એકમે ફોમા ડ હાઈડ ,

હ ાએમાઈન સાથે રઝીન (મેલેમાઈન ફોમા ડ હાઈડ, રુ યા ફોમા ડ હાઈડ અને .ુ એફ. મો ડ ગ પાવડર)

ઉ પ કરવા માટની દરખા ત કરલ છે. તથા એકમ સવ ન-ં૨૪/પી , ગામ :- ં ડુ યા, તા કુા:- મોરબી ,

જ લો:-મોરબી-રાજકોટ , જુરાત રાજય મા ંઆવેલો છે. ૂચત ઉ ોગ આ ોડ ટ ુ ંઉ પાદન બહાર

વેચવા માટ કરશે.

તાિવત એકમનો ુલ િવ તાર આશર ૧૦૦૬૦ મીટર છે. માથંી ૩૦૯૬ ચો.મી. જમીન ીન

બે ટ માટ ફાળવવામા ંઆવશે. આ એકમને થાિપત કરવાની ક મત િપયા ૩.૬ કરોડ થશે. માથંી

પયાવરણીય યવ થાપન પ ત માટ આશર ૭૦.૫૦ લાખ ફાળવવામા ંઆવશે. આશર ૩૦ માણસો ને

રોજગાર આપવામા ંઆવશે ક મા ં ુશળ કાર ગરો , બીન ુશળ કાર ગરો અને કાયાલયના કમચાર ઓ નો

સમાવેશ થાય છે.

મેસસ ટ . આર. એસોસીએ સ એ MoEF (Ministry Of Environment & Forest, Government Of

India) પાસેથી પયાવરણીય મં ૂર લેવા માટ EIA અને EMP અ યાસ કરલ છે.

ઉ પાદન િવગતો નીચે જુબ છે.

માકં ોડ ટ ુ ંનામ મતા ૧ ફોમા ડ હાઈડ ૧૮૦૦ મે.ટન/ માસ ૨ રુ યા ફોમા ડ હાઈડ રઝીન ૨૫૦ મે.ટન/ માસ ૩ મેલેમાઈન ફોમા ડ હાઈડ રઝીન ૨૫૦ મે.ટન/ માસ ૪ .ુએફ. મો ડ ગ પાવડર ૨૫૦ મે.ટન /માસ ૫ હ ામાઈન ૯૦ મે.ટન /માસ



અ ે ન ધનીય છે ક ફોમા ડ હાઈડ(૩૭%) , હ ામાઈન , .ુએફ.મો ડ ગ પાવડર , મેલેમાઈન

ફોમા ડ હાઈડ અને રુ યા ફોમા ડ હાઈડ રઝીન ુ ંઉ પાદન એ ૧૪ સ ટ. ૨૦૦૬ , EIA નોટ ફ કશન-

૨૦૦૬ ના િવભાગ-૫(એફ)મા ંઆવે છે થી તે માટ પયાવરણીય મં ૂર MoEF (Ministry Of

Environment & Forest, Government Of India), નવી દ હ પાસેથી લેવી જ ર છે. આથી પયાવરણીય

મં ૂર ( ENVIRONMENTAL CLEARANCE) મેળવવાની જ ર યાત રહલ છે. આ ક યાના ભાગ પે

લોક નુાવણી એ હરનામા માણે તથા એ પટ એ ાઈઝલ કમીટ એ િુનટ આપેલા TOR માણે

કરવામા ંઆવશે

ઝડપી પયાવરણ ૃ થકરણ અસર અ યાસ ( RAPID ENVIRONMENTAL IMPACT

ASSESSMENT STUDY) નવે બર ૨૦૧૩ થી આુર ૨૦૧૪ દરિમયાન કરવામા ંઆવેલ છે.

પયાવરણીય ઘટકો વા ક (આસપાસ ની હવા , પાણી , જમીન , વિન, વન પિતઓ અને ાણીઓ)

તાિવત એકમથી અસર પામી શક તેમ છે. , તેનો અ યાસ કરવામા ંઆ યો છે. તાિવત એકમ ક મા ં

લઈને ૫ કમી. િ યાના વ ળુાકાર િવ તારને અ યાિસત ે તર ક ન કરવામા ંઅવેલ છે. તાિવત

એકમને ક મા ંલઈને ૧૦ કમી િ યાના વ ળુાકાર િવ તારમા ંસામા ક-આિથક પયાવરણનો અ યાસ

કરવામા ંઆવેલ છે.

આસપાસના ૧૦ કમી િ યાના િવ તારની ુ ય લા ણકતાઓ નીચે માણે છે.

માકં ુ ય લા ણ તાઓ વણન ૧ થાન સવ ન-ં ૨૪/પી, ગામ :- ં ડુ યા,

તા કુો:- મોરબી, લો:- મોરબી-રાજકોટ, જુરાત.

૨ ટોપોમેપ (૧૦ કમી િ યા) F42K13, F42K14 ૩ અ ાશં ૨૨0૪૭’૦૬.૮૭’’N ૪ રખાશં ૭૦0૫૪’૦૫.૬૧’’E ૫ સ ુ ી તરના સરરાશ ૨૨૪ ટ ૬ પોને ટ ુ ંનામ મી. ુમાર ક હોથી . ૭ કોપ રટ ઓફસ ુ ંસરના ુ ં મે. કાન પરશોતમ & ધસ

,ગાધંી બાગ સામે , નુીયન બક ઓફ ઈ ડ યા પાસે મોરબી-૩૬૩૬૪૧



૮ વાિષક વરસાદ ૬૬૦ મીમી ૯ ન ક નો રોડ નેશનલ હાઈવે ૮ એ(૦.૧ કમી) ૧૦ ન ક ુ ંર વે ટશન નઝરબાગ ર વે ટશન (૧૦.૧ કમી) ૧૧ ન ક ુ ંશહર મોરબી (૧૩.૮ કમી) ૧૨ ન ક ુ ંગામ ં ડુ યા (૧.૫ કમી) ૧૩ રા ય ઉપવન- જગંલી ાણીઓ માટ ુ ંઅ યાર ય પાનેલી આર ત જગંલ ENE

દશામા ં2.07 કમી પર છે અને SSW દશામા ં3.1 કમી ૂર છે.

૧૪ તાપમાન ૧૮સે. થી ૪૫ સે. ૧૫ કંૂપ ઝોન ઝોન ૩ ઓ સ ય ૧૬ ન ક ુ ંિવજળ મથક પ ીમ જુરાત િવજ કોપ . લીમીટડ ૧૭ નેશનલ હાઈવે ૮એ(૦.૧૬ કમી) ૧૮ ટટ હાઈવે ૩૨૧ (૭ કમી)

૨. હવા ુ ંપયાવરણ (Air Environment) :-

વતમાન આસપાસની ( Ambient) હવાની ણુવ ા ણવા માટ તાિવત એકમ થળથી ૫

કમી િ યાના વ ળુાકાર િવ તારમા ં૭ અલગ અલગ થળેથી નવે બર ૨૦૧૩ થી આુર ૨૦૧૪

દરિમયાન ન નૂા લઈને તેની ચકાસણી કરવામા ંઆવી હતી. ૫ કમી ી યાનો વ ળુાકાર િવ તાર અ હ

દશાવલે છે. હવાની ણુવ ા ન કરવા માટના થળની પસદંગી વા શુા અને ન કની ા ત

િુવધાઓના આધાર ન કરલી હતા. હવાની ણુવ ા ન કરવા માટ પટ લુેટ મેટર( PM 10 & PM

2.5), સ ફર ડાયોકસાઈડ ( SO2) અને નાઈ ોજન ઓ સાઈડ( NOx)ની ચકાસણી કરવામા ંઆવી હતી.

ના પ રણામો નીચેના ટબલમા ંદશા યા જુબ છે.



ગૂલ મેપ ો ટ સાઈટ



આસપાસના ૧૦ કમી િ યાનો િવ તાર



બેઝલાઈન મોનીટર ગ માટ ગામો ના નામ :-

૫ કમી િ યામા ં હવા ુપયાવરણ નવે બર ૨૦૧૩ થી આુર ૨૦૧૪

Pollutant Particular LOCATION

Project site

Nava Jambudiya

Juna Jambudiya

Rafleshwar Jodhpar Bhadiyad Paneli

PM 2.5

μg/m3

Min 33.8 34.5 33.8 34.8 30.1 33.5 33.6

Max. 44.7 43.0 44.4 43.5 43.3 43.7 44.0

Avg. 39.7 39.7 40.9 40.5 40.5 40.2 39.7

PM 10

μg/m3

Min 63.2 67.2 67.2 67.4 64.5 68.6 63.2

Max. 79.8 77.2 80.2 79.8 77.7 77.7 80.3

Avg. 73.2 72.5 72.8 72.5 73.6 73.3 73.0

SOx

μg/m3

Min 9.5 9.4 8.1 8.5 10.2 11.4 8.1

Max. 17.1 20.7 15.6 19.1 20.7 20.7 15.3

Code Air Location Distance in km Direction

A1 ો ટ સાઈટ - -

A2* નવા ં ડુ યા ૦.૮૫ SW

A3* ુના ં ડુ યા ૧.૨૫ SW

A4 રફાળે ર ૧.૪૪ S

A5 જોધપર ૩ NE

A6 ભડ યાડ ૪.૩૩ NW

A7 પાનેલી ૪.૩ SW



Avg. 13.6 13.5 13.3 13.9 13.6 13.9 12.9

NOx

μg/m3

Min 16.1 17.2 17.9 16.2 18.8 17.9 14.4

Max. 26.8 25.5 28.0 25.9 30.7 30.7 24.7

Avg. 22.8 21.6 22.2 22.2 22.3 21.8 21.6

HC N.D N.D N.D N.D N.D N.D N.D N.D

VOC N.D N.D N.D N.D N.D N.D N.D N.D

3.જળ પયાવરણ (Water Environment):-

ગૂભ જળ તેમજ જમીન પરના પાણીના ન નૂાઓના ણુવ ા પર ણ પરથી તારણ કાઢ શકાય

ક ગૂભ પાણી તેમજ જમીન પર ુ ંપાણી IS:૧૦૫૦૦ મા ંબહાર પાડવામા ંઆવેલ પીવાલાયક પાણીના

ધારાધોરણ જુબ છે.

૪. પયાવરણીય અસરો અને તેના શમન (મીટ ગેશન) માટના પગલા:ં-

૪.૧ હવા ુ ંપયાવરણ:-

હવાના ૂષણનો ુ ય ોત ચીમની માથંી થતા ૂગેસ ઉ સ ન ક ટ મ બોઈલર( ૧મે.

ટન/ કલાક) D.G.Set (૩૦૦ KVA) છે.

કોલસો/ હાઈટ કોલસો બળતણ તર ક વાપરવામા ંઆવશે ની જ રયાત ૨.૩૧૪ મે.ટન/ દવસ

રહશે. ચીમની ની ચાઈ ૩૦ મીટર રાખવામા ં આવશે. મ ટ સાય લોન ડ ટ કલે ટર, ટ મ બોઈલર સાથે

લગાવવામા ંઆવશે.સભંિવત બહાર ફકાતા ૂષકો SPM, SOX, NOx હશ.ે તેમ છતા ંઆ ૂષકો િનયત

ધોરણમા ંરહશે.

યાર HSD (HIGH SPEED DIESEL) D.G. SET મા ંબળતણ તર ક વાપરવામા ંઆવશે પાવર

ફઈલર વખતે વપરાશે તથા ૂગેસ એમીશન પણ િનયત ધોરણો ( PRESCRIBED STANDARD)મા ંહશે

તેથી D.G.Set માટ APCM જ ર નથી.



૪.૨ પાણી ુ ંપયાવરણ :-

પાણીની જ રયાત બોરવેલમાથંી સતંોષવામા ંઆવશે. ુલ તા પાણીની જ ર યાત ૬૫.૪૫

કલોલીટર/ દવસ હશ.ે મા ઘરગ ુવપરાશ, ુલ ગ ટાવરમા ંવપરાશ, બ ગ અને ીકલ ગ ોસેસ

માટ વપરાશ, બોઈલરમા ંવપરાશ, બાગબગીચાના િવકાસ માટના ંપાણીના ંઅને ઉ પાદન યામા ં

વપરાશનો સમાવેશ થાય છે.

ઈ ડ અલ ોસેસ ારા ૬.૬૫ કલોલીટર/ દવસ ટ ુ ં ગં ુ પાણી ઉદભવશે. આમા ંઉ પાદનમા ં

કયામા ંઅને બી ઓ ોગીક કયા માથંી ગં ુપાણી િનકળશે. ઈ ડ યલ ોસેસના ગદંા પાણી ને

મ ટ ઈફ ટ ઈવોપરટરમા ં ટમે ટ આપી ફર થી વાપરવામા ંઆવશે. ડોમે ટ ક (ઘરગ )ુ ગદંા પાણીનો

િનકાલ સે ટ ક ટાકં - સોકપીટ સી ટમમા ંકરવામા ંઆવશે. તેથી તાિવત એકમથી જળ પયાવરણ પર

કોઈ મોટ અસર થશે નહ .



વોટર બેલે સ ડાયા ામ તથા ઈટ પી લો ડાયા ામ નીચે દશાવેલ છે.

ઈટ પી લો ડાયા ામ

વોટર બેલે સ ડાયા ામ

Effluent Collected in







૪.૩ સોલીડ વે ટ મેનેજમે ટ (મેનેજમે ટ હ ડલ ગ અને ા સ બાઉ વૂમે ટ)

હઝાડસ વે ટ િનયમ ,૨૦૦૮ જુબ બધાજ હઝાડસ વે ટ ુ ંિનયં ણ અને િનકાલ કરવામા ંઆવશે.

ુ ય હઝાડસ વે ટ, ઈટ પી કચરો, વપરાયે ુઓઈલ અને નકામી થેલીઓ છે.

વપરાયે ુઓઈલ એ જ જ યાએ ુ ીક ટ તર ક નુઃ વપરાશે અથવા ર સાઈકલરને વેચાશે ,

નકામી થેલીઓ મં ૂર થયેલ વે ડર ને વેચાશે. ઈટ પી કચરાનો મં ૂર થયેલ TSDF જ યાએ િનકાલ

કરવામા ંઆવશ.ે

એકમ હઝાડસ વે ટના સં હ માટ અલગ જ યા ફાળવશે આથી એકમ ારા અપાયેલી હઝાડસ

વે ટ મેનેજમે ટ પ ધિત રૂતી હશે અને હઝાડસ વે ટ મેનેજમે ટના લીધે પયાવરણ પર કોઈ મોટ અસર

નહ થાય.

૪.૪ ીન બે ટ ડવલોપમે ટ :-

એકમ આશર ૩૦૯૬ ચો.મી. ીન બે ટ િવ તારનો િવકાસ કરશ.ે નાથી જળવપરાશ ૫.૮

કલ/ દ. થશે.

૫.પયાવરણીય ચકાસણી યોજના:-

પયાવરણીય પ રબળોની ચકાસણી િવિવધ થળોએ પયાવરણીય અસરો તથા તેના ફરફારો

ઓળખવા માટ મદદ પ થશે.

આ હ થુી પયાવરણીય યવ થાપન યોજનાના પાલન માટ આસપાસની હવાની ણુવ ાની

ચકાસણી, ચીમનીમાથંી િનકળતા ૂષકો અનવે વિન માપદંડની ચકાસણી કાયદામા ંજણા યા જુબ

કરવામા ંઆવશે.



૬. ણુા મક ર ક એના લિસસ:-

જોખમી રસાયણો માટ ર ક એનાલિસસ કરવામા ંઆવેલ છે. બધા જ જોખમી રસાયણોનો સં હણ

અને િનયં ણ MSDS ની માગદિશકા હઠળ કરવામા ંઆવશે. ય તગત ર ા મક સાધનો કાર ગરો ને

આપવામા ંઆવશે.

૭. ો ટ થી થતા લાભો:- ૂચત ો ટ આસપાસના િવ તારના સ દુાયના અથવા માળખાક ય િવકાસ , સામા ક િવકાસ ,

રોજગાર અને અ ય કાયદાઓની ટએ લાભદાયી બનશે.

ૂચત ો ટ ુશળ અને અધ ુશળ અને બન ુશળ કમચાર ઓને બાધંકામ તબ ો અને કામગીર તબ ા દરિમયાન રોજગાર આપવાની મતા ધરાવે છે. ૩૦ ટલા ય તઓને આ ો ટ ારા રોજગાર મળ શક છે. આ ો કટ સામા ક , આિથક િવકાસ માટ અને શૈ ણક સં થાઓ પાછળ ુલ ોફ ટના ૧.૫ % િપયા ખચ કરશે.

ૂચત ો ટ CSR ACTIVITY મા ં મતા જુબ કાયરત રહશે.

ઉપસહંાર :-

૧. હવાની ણુવ ા પર ન વી અસર થાય છે. જો ક હવા ૂષણ િનયં ણ માટના તમામ પગલા લેવામા ં આવશે

૨. કોઈ ઈકોલો કલ કુશાન થશે ન હ. ૩. જળ પયાવરણ પર કોઈ િત ળૂ અસર થશે ન હ. ૪. થાિનક રોજગાર ની તકો વધશે. ૫. િવિવધ પયાવરણીય પ રમાણો વા ક જગંલ, રા ય બગીચા, અ યાર ય અને ધામ ક તથા ઐતીહાિસક થળો પર કોઈ અસર થશે ન હ.



૬. પયાવરણીય મેનેજમે ટ યોજના બધા ૂષણ પ રમાણોને િનયિં ત કરવા માટ ઘડવામા ંઆવી છે. અને આ પ રણામો સબંિધત સ ાિધકારો ારા થપાયેલ ધોરણ કરતા વધી ના ય એ પયાવરણ મેનેજમે ટ એકમ ારા ખાતર કરવામા ંઆવે છે.

૭. પયાવરણ મેનેજમે ટ સેલ ૂચત ો કટની શ આત પછ ૂષણ િનયં ણના ંપગલા ંલેશે. ૮. િન કષ એ ર તે કર શકાય ક બાધંકામ અને કાયરત તબ ા દરિમયાન કૂવામા ંઆવેલ પયાવરણીય સચંાલન યોજના અને શમનના પગલાનંા હકારા મક અમલીકરણ થી પયાવરણ પર થતી અસરોને ઘટાડ શકશ.ે



11.0 DISCLOSURE OF CONSULTANTS

11.1 Introduction of T. R. ASSOCIATES

T. R. ASSOCIATES is an organization working towards providing techno-economical

solutions through innovative ideas and indigenous technologies, in the field of

Pollution Control and Management. Having in-house facilities for Design, Execution,

Erection and Commissioning; T. R. Associates undertakes project from Concept to

Commissioning.

T. R. ASSOCIATES is enlisted as Environmental Consultants and are recognized as

Schedule-II Environmental Auditors by Gujarat Pollution Control Board.

SERVICES

T. R. Associates provides services in the areas,

Research & Development

Environment & Safety Consultation: Environmental Quality Monitoring

Engineering Designs

Environment & Safety Assessment: Environmental Impact Assessment

Environmental Audit

Safety Audit

Risk Assessment

Engineering Procurement & Commissioning: Effluent Treatment Plants

Sewage Treatment Plants

Common Effluent Treatment Plants

RO / UF / NF Plants

Operation & Maintenance of Treatment Plants



INFRASTRUCTURAL FACILITIES

Office Premises: Office area of around 930 sq. ft. is located in commercial area

on S. G. Highway, Opp. Gujarat High Court. The office and the

laboratory are located very near, which help in maintaining the

authenticity of the methodologies used for the analysis thus

helping in arriving at the quality solution timely.

Laboratory Facilities: Laboratory is a heart for any organization dealing in the

environmental field. T. R. Associates has a team of experience

personnel who are trained in sampling for air, water and

wastewater and for conducting Analysis, Treatability and

Feasibility studies at its own well-equipped laboratory.

Analytical Capability: The laboratory can undertake the qualitative and timely

analysis of all the environmental parameters concerning Air,

Water & Waste Water and Hazardous / Solid Waste.

R&D Facilities: Has established bench scale models for process development,

performance evaluation and process optimization.

Communication Facilities: Main facilities like office and laboratory are located very near thus aiding faster communication between the personnel’s thus helping at arriving to a solution faster. The infrastructure

is adequately equipped with Telephone connections, wi-fi

connection, Internet connection, Courier services etc. to have

faster communication with the outer world.



LIST OF INSTRUMENTS / EQUIPMENTS / MODEL

Magnetic Analytical Balance

pH meter

Conductivity Meter

COD Digestion Assembly

Incubator for BOD

Refrigerator for storage of samples and reagents

Digital UV Visible Spectrophotometer

Kjeldahl’s apparatus

Magnetic Stirrer with Hot Plate

Hot Plate

Other Glassware

Stack Monitoring Kits

High Volume Air Samplers

Respirable Dust Collector

PM2.5 Sampler

Wind Speed Meter

Wind Direction

Min. Max. Temperature Thermometer

Dry Bulb Wet Bulb

dB meter

Microscope with Halogen Lamp

Oven Temperature Controller

Muffle Furnace



EIA TEAM MEMBERS

This report was carried out by T.R. Associates with active co-operation from the project

proponent.

T.R. Associates team members worked upon this EIA report include:

EIA Coordinators: 1. Mr. T. R. Patel

Functional Area Experts:

Sr. No. Functional Areas Name of the Experts

1 AP Mr. T. R. Patel

2 WP Mr. T. R. Patel

3 SHW Mrs. Palak Thakkar

4 HG,GEO Mr. I. M. Patel

5 AQ Mrs. Hiral Shah

6 SC Dr. B.T. Patel

7 SE Mrs. Snehaben Patel

8 RH Mr. T. R. Patel

9 EB Dr. Pankaj Joshi

10 NV Mr. Rajendra Gohil

11 LU Mr. Vishwas Patel

Associate Functional Area Experts:

Sr. No. Functional Areas Name of the Experts

1 WP Mr. Malav P Dalwadi

2 WP Mr. Darshit Dave



Abbreviation

AP Air Pollution Prevention, Monitoring and Control

WP Water Pollution Prevention, Monitoring and Control

SHW Solid and Hazardous Waste Management

SE Socio Economy

EB Ecology & Biodiversity

HG Hydrology, Ground Water & Water Conservation

GS Geology & Soil

AQ Meteorology, Air Quality Modelling & Prediction

NV Noise & Vibration

LU Land use

RH Risk & Hazards



11.2 High Court Stay Order Copy Of T.R. Associates

Renewal Order Copy dated 9/12/2013

AAnnexures

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d D

irec

tion

Pr

ecip

itat

ion

2013 11

11 22

23 57

8 22.5

0 2013

11 11

23 22

59 8

45 0

2013 11

11 24

22 61

6 22.5

0 2013

11 12

1 21

63 6

0 0

2013 11

12 2

21 63

6 0

0 2013

11 12

3 21

65 6

0 0

2013 11

12 4

20 68

5 22.5

0 2013

11 12

5 20

68 5

45 0

2013 11

12 6

19 68

5 45

0 2013

11 12

7 20

65 5

45 0

2013 11

12 8

21 59

5 45

0 2013

11 12

9 24

50 5

45 0

2013 11

12 10

26 43

6 45

0 2013

11 12

11 29

37 8

22.5 0

2013 11

12 12

30 33

8 22.5

0 2013

11 12

13 31

31 8

22.5 0

2013 11

12 14

31 31

8 0

0 2013

11 12

15 31

30 10

0 0

2013 11

12 16

31 30

10 0

0 2013

11 12

17 29

33 11

0 0

2013 11

12 18

28 37

10 0

0 2013

11 12

19 26

43 6

0 0

2013 11

12 20

24 48

6 0

0 2013

11 12

21 23

51 6

22.5 0

2013 11

12 22

23 53

7 22.5

0 2013

11 12

23 22

57 7

45 0

2013 11

12 24

22 57

5 45

0 2013

11 13

1 22

59 5

45 0

2013 11

13 2

21 61

6 45

0

ANN

EXU

RE

APR

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Y M

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L D

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10

Year

M

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re

Rel

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Win

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Win

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tion

Pr

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itat

ion

2013 11

13 3

21 59

6 45

0 2013

11 13

4 20

63 5

67.5 0

2013 11

13 5

19 63

5 67.5

0 2013

11 13

6 20

61 5

67.5 0

2013 11

13 7

21 59

5 90

0 2013

11 13

8 22

55 5

90 0

2013 11

13 9

24 48

6 67.5

0 2013

11 13

10 27

42 8

67.5 0

2013 11

13 11

29 37

8 45

0 2013

11 13

12 33

30 10

22.5 0

2013 11

13 13

33 31

10 0

0 2013

11 13

14 33

33 10

337.5 0

2013 11

13 15

32 35

11 315

0 2013

11 13

16 31

39 10

337.5 0

2013 11

13 17

29 43

8 0

0 2013

11 13

18 27

47 8

0 0

2013 11

13 19

26 52

6 22.5

0 2013

11 13

20 26

54 6

45 0

2013 11

13 21

25 58

6 67.5

0 2013

11 13

22 24

60 6

67.5 0

2013 11

13 23

25 58

6 67.5

0 2013

11 13

24 24

60 6

67.5 0

2013 11

14 1

24 62

5 67.5

0 2013

11 14

2 23

61 5

67.5 0

2013 11

14 3

23 64

3 3

0 2013

11 14

4 23

64 3

0 0

2013 11

14 5

22 68

3 315

0 2013

11 14

6 21

73 3

315 0

2013 11

14 7

21 73

3 315

0

ANN

EXU

RE

APR

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Y M

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11

Year

M

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Rel

ativ

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Win

d Sp

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Win

d D

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tion

Pr

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itat

ion

2013 11

14 8

22 68

3 315

0 2013

11 14

9 25

56 5

0 0

2013 11

14 10

29 43

8 45

0 2013

11 14

11 32

34 10

67.5 0

2013 11

14 12

23 73

2 315

0 2013

11 14

13 22

79 2

292.5 0

2013 11

14 14

22 81

2 270

0 2013

11 14

15 22

81 2

292.5 0

2013 11

14 16

23 79

2 22.5

0 2013

11 14

17 24

71 3

45 0

2013 11

14 18

26 62

3 45

0 2013

11 14

19 29

51 5

67.5 0

2013 11

14 20

30 48

5 67.5

0 2013

11 14

21 30

46 6

45 0

2013 11

14 22

32 45

7 0

0 2013

11 14

23 33

38 8

22.5 0

2013 11

14 24

33 32

8 0

0 2013

11 15

1 33

34 8

337.5 0

2013 11

15 2

32 35

10 337.5

0 2013

11 15

3 31

40 8

337.5 0

2013 11

15 4

29 44

8 0

0 2013

11 15

5 27

49 8

22.5 0

2013 11

15 6

29 52

6 45

0 2013

11 15

7 29

56 6

67.5 0

2013 11

15 8

25 60

6 90

0 2013

11 15

9 24

62 5

90 0

2013 11

15 10

24 62

5 90

0 2013

11 15

11 23

64 3

90 0

2013 11

15 12

23 66

3 90

0

ANN

EXU

RE

APR

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Y M

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12

Year

M

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Rel

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Win

d Sp

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Win

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Pr

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itat

ion

2013 11

15 13

22 68

2 67.5

0 2013

11 15

14 22

71 2

67.5 0

2013 11

15 15

22 71

2 45

0 2013

11 15

16 23

71 2

45 0

2013 11

15 17

24 64

2 45

0 2013

11 15

18 27

54 3

22.5 0

2013 11

15 19

29 43

6 0

0 2013

11 15

20 31

35 8

0 0

2013 11

15 21

32 31

8 0

0 2013

11 15

22 33

28 10

0 0

2013 11

15 23

33 30

10 22.5

0 2013

11 15

24 33

31 10

0 0

2013 11

16 1

33 33

10 337.5

0 2013

11 16

2 32

35 11

315 0

2013 11

16 3

31 39

10 337.5

0 2013

11 16

4 29

43 8

0 0

2013 11

16 5

27 47

8 0

0 2013

11 16

6 26

52 6

22.5 0

2013 11

16 7

26 54

6 45

0 2013

11 16

8 25

58 6

67.5 0

2013 11

16 9

24 60

6 67.5

0 2013

11 16

10 23

64 3

90 0

2013 11

16 11

23 66

3 90

0 2013

11 16

12 22

68 2

67.5 0

2013 11

16 13

22 71

2 67.5

0 2013

11 16

14 22

71 2

45 0

2013 11

16 15

23 71

2 45

0 2013

11 16

16 24

64 2

45 0

2013 11

16 17

27 54

3 22.5

0

ANN

EXU

RE

APR

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Y M

ETER

OLO

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13

Year

M

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Rel

ativ

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Win

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Win

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Pr

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itat

ion

2013 11

16 18

29 43

6 0

0 2013

11 16

19 31

35 8

0 0

2013 11

16 20

32 31

8 0

0 2013

11 16

21 33

28 10

0 0

2013 11

16 22

33 30

10 22.5

0 2013

11 16

23 33

31 10

0 0

2013 11

16 24

33 33

10 337.5

0 2013

11 17

1 32

35 11

315 0

2013 11

17 2

31 39

10 337.5

0 2013

11 17

3 29

43 8

0 0

2013 11

17 4

27 47

8 0

0 2013

11 17

5 26

52 6

22.5 0

2013 11

17 6

26 54

6 45

0 2013

11 17

7 25

58 6

67.5 0

2013 11

17 8

24 60

6 67.5

0 2013

11 17

9 24

62 5

67.5 0

2013 11

17 10

23 61

5 67.5

0 2013

11 17

11 23

64 3

3 0

2013 11

17 12

23 64

3 0

0 2013

11 17

13 22

68 3

315 0

2013 11

17 14

21 73

3 315

0 2013

11 17

15 21

73 3

315 0

2013 11

17 16

22 68

3 315

0 2013

11 17

17 25

56 5

0 0

2013 11

17 18

29 43

8 45

0 2013

11 17

19 32

34 10

67.5 0

2013 11

17 20

23 73

2 315

0 2013

11 17

21 22

79 2

292.5 0

2013 11

17 22

22 81

2 270

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

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L D

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14

Year

M

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re

Rel

ativ

e hu

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Win

d Sp

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Win

d D

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tion

Pr

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itat

ion

2013 11

17 23

22 81

2 292.5

0 2013

11 17

24 23

79 2

22.5 0

2013 11

18 1

24 71

3 45

0 2013

11 18

2 26

62 3

45 0

2013 11

18 3

29 51

5 67.5

0 2013

11 18

4 30

48 5

67.5 0

2013 11

18 5

30 46

6 45

0 2013

11 18

6 32

45 7

0 0

2013 11

18 7

33 38

8 22.5

0 2013

11 18

8 33

32 8

0 0

2013 11

18 9

33 34

8 337.5

0 2013

11 18

10 32

35 10

337.5 0

2013 11

18 11

31 40

8 337.5

0 2013

11 18

12 29

44 8

0 0

2013 11

18 13

26 54

6 45

0 2013

11 18

14 25

58 6

67.5 0

2013 11

18 15

24 60

6 67.5

0 2013

11 18

16 24

62 5

67.5 0

2013 11

18 17

23 61

5 67.5

0 2013

11 18

18 23

64 3

3 0

2013 11

18 19

23 64

3 0

0 2013

11 18

20 22

68 3

315 0

2013 11

18 21

21 73

3 315

0 2013

11 18

22 21

73 3

315 0

2013 11

18 23

22 68

3 315

0 2013

11 18

24 25

56 5

0 0

2013 11

19 1

29 43

8 45

0 2013

11 19

2 32

34 10

67.5 0

2013 11

19 3

23 73

2 315

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

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L D

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15

Year

M

onth

D

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Hou

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mpe

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re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

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tion

Pr

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itat

ion

2013 11

19 4

22 79

2 292.5

0 2013

11 19

5 22

81 2

270 0

2013 11

19 6

22 81

2 292.5

0 2013

11 19

7 23

79 2

22.5 0

2013 11

19 8

24 71

3 45

0 2013

11 19

9 26

62 3

45 0

2013 11

19 10

29 51

5 67.5

0 2013

11 19

11 30

48 5

67.5 0

2013 11

19 12

30 46

6 45

0 2013

11 19

13 32

45 7

0 0

2013 11

19 14

33 38

8 22.5

0 2013

11 19

15 33

32 8

0 0

2013 11

19 16

33 34

8 337.5

0 2013

11 19

17 32

35 10

337.5 0

2013 11

19 18

31 40

8 337.5

0 2013

11 19

19 29

44 8

0 0

2013 11

19 20

27 49

8 22.5

0 2013

11 19

21 29

52 6

45 0

2013 11

19 22

29 56

6 67.5

0 2013

11 19

23 25

60 6

90 0

2013 11

19 24

24 62

5 90

0 2013

11 20

1 24

62 5

90 0

2013 11

20 2

23 64

3 90

0 2013

11 20

3 23

66 3

90 0

2013 11

20 4

22 68

2 67.5

0 2013

11 20

5 22

71 2

67.5 0

2013 11

20 6

22 71

2 45

0 2013

11 20

7 23

71 2

45 0

2013 11

20 8

24 64

2 45

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

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L D

ATA

16

Year

M

onth

D

ay

Hou

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re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

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tion

Pr

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itat

ion

2013 11

20 9

27 54

3 22.5

0 2013

11 20

10 29

43 6

0 0

2013 11

20 11

31 35

8 0

0 2013

11 20

12 32

31 8

0 0

2013 11

20 13

33 28

10 0

0 2013

11 20

14 33

30 10

22.5 0

2013 11

20 15

33 31

10 0

0 2013

11 20

16 33

33 10

337.5 0

2013 11

20 17

32 35

11 315

0 2013

11 20

18 31

39 10

337.5 0

2013 11

20 19

29 43

8 0

0 2013

11 20

20 27

47 8

0 0

2013 11

20 21

26 52

6 22.5

0 2013

11 20

22 26

54 6

45 0

2013 11

20 23

25 58

6 67.5

0 2013

11 20

24 24

60 6

67.5 0

2013 11

21 1

24 62

5 67.5

0 2013

11 21

2 23

61 5

67.5 0

2013 11

21 3

23 64

3 3

0 2013

11 21

4 23

64 3

0 0

2013 11

21 5

22 68

3 315

0 2013

11 21

6 21

73 3

315 0

2013 11

21 7

21 73

3 315

0 2013

11 21

8 22

68 3

315 0

2013 11

21 9

25 56

5 0

0 2013

11 21

10 29

43 8

45 0

2013 11

21 11

32 34

10 67.5

0 2013

11 21

12 33

32 10

67.5 0

2013 11

21 13

33 33

10 67.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

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L D

ATA

17

Year

M

onth

D

ay

Hou

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mpe

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re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

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tion

Pr

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itat

ion

2013 11

21 14

32 34

10 67.5

0 2013

11 21

15 31

31 10

45 0

2013 11

21 16

31 31

10 45

0 2013

11 21

17 31

30 11

45 0

2013 11

21 18

31 31

11 22.5

0 2013

11 21

19 30

33 11

22.5 0

2013 11

21 20

28 38

11 0

0 2013

11 21

21 26

45 10

0 0

2013 11

21 22

24 52

8 0

0 2013

11 21

23 23

55 8

22.5 0

2013 11

21 24

23 57

8 22.5

0 2013

11 22

1 22

59 8

45 0

2013 11

22 2

22 61

6 22.5

0 2013

11 22

3 21

63 6

0 0

2013 11

22 4

21 63

6 0

0 2013

11 22

5 21

65 6

0 0

2013 11

22 6

20 68

5 22.5

0 2013

11 22

7 20

68 5

45 0

2013 11

22 8

19 68

5 45

0 2013

11 22

9 20

65 5

45 0

2013 11

22 10

21 59

5 45

0 2013

11 22

11 24

50 5

45 0

2013 11

22 12

26 43

6 45

0 2013

11 22

13 29

37 8

22.5 0

2013 11

22 14

30 33

8 22.5

0 2013

11 22

15 31

31 8

22.5 0

2013 11

22 16

31 31

8 0

0 2013

11 22

17 31

30 10

0 0

2013 11

22 18

31 30

10 0

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

18

Year

M

onth

D

ay

Hou

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mpe

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re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

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tion

Pr

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itat

ion

2013 11

22 19

29 33

11 0

0 2013

11 22

20 28

37 10

0 0

2013 11

22 21

26 43

6 0

0 2013

11 22

22 24

48 6

0 0

2013 11

22 23

23 51

6 22.5

0 2013

11 22

24 23

53 7

22.5 0

2013 11

23 1

22 57

7 45

0 2013

11 23

2 22

57 5

45 0

2013 11

23 3

22 59

5 45

0 2013

11 23

4 21

61 6

45 0

2013 11

23 5

21 59

6 45

0 2013

11 23

6 20

63 5

67.5 0

2013 11

23 7

19 63

5 67.5

0 2013

11 23

8 20

61 5

67.5 0

2013 11

23 9

21 59

5 90

0 2013

11 23

10 22

55 5

90 0

2013 11

23 11

24 48

6 67.5

0 2013

11 23

12 27

42 8

67.5 0

2013 11

23 13

29 37

8 45

0 2013

11 23

14 26

54 6

45 0

2013 11

23 15

25 58

6 67.5

0 2013

11 23

16 24

60 6

67.5 0

2013 11

23 17

24 62

5 67.5

0 2013

11 23

18 23

61 5

67.5 0

2013 11

23 19

23 64

3 3

0 2013

11 23

20 23

64 3

0 0

2013 11

23 21

22 68

3 315

0 2013

11 23

22 21

73 3

315 0

2013 11

23 23

21 73

3 315

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

19

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

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itat

ion

2013 11

23 24

22 68

3 315

0 2013

11 24

1 25

56 5

0 0

2013 11

24 2

29 43

8 45

0 2013

11 24

3 32

34 10

67.5 0

2013 11

24 4

33 32

10 67.5

0 2013

11 24

5 33

33 10

67.5 0

2013 11

24 6

32 34

10 67.5

0 2013

11 24

7 31

31 10

45 0

2013 11

24 8

31 31

10 45

0 2013

11 24

9 31

30 11

45 0

2013 11

24 10

31 31

11 22.5

0 2013

11 24

11 33

32 8

0 0

2013 11

24 12

33 34

8 337.5

0 2013

11 24

13 32

35 10

337.5 0

2013 11

24 14

31 40

8 337.5

0 2013

11 24

15 29

44 8

0 0

2013 11

24 16

27 49

8 22.5

0 2013

11 24

17 29

52 6

45 0

2013 11

24 18

29 56

6 67.5

0 2013

11 24

19 25

60 6

90 0

2013 11

24 20

24 62

5 90

0 2013

11 24

21 24

62 5

90 0

2013 11

24 22

23 64

3 90

0 2013

11 24

23 23

66 3

90 0

2013 11

24 24

22 68

2 67.5

0 2013

11 25

1 22

71 2

67.5 0

2013 11

25 2

22 71

2 45

0 2013

11 25

3 23

71 2

45 0

2013 11

25 4

24 64

2 45

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

20

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

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tion

Pr

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itat

ion

2013 11

25 5

27 54

3 22.5

0 2013

11 25

6 29

43 6

0 0

2013 11

25 7

31 35

8 0

0 2013

11 25

8 32

31 8

0 0

2013 11

25 9

33 28

10 0

0 2013

11 25

10 33

30 10

22.5 0

2013 11

25 11

33 31

10 0

0 2013

11 25

12 24

62 5

67.5 0

2013 11

25 13

23 61

5 67.5

0 2013

11 25

14 23

64 3

3 0

2013 11

25 15

23 64

3 0

0 2013

11 25

16 22

68 3

315 0

2013 11

25 17

21 73

3 315

0 2013

11 25

18 21

73 3

315 0

2013 11

25 19

22 68

3 315

0 2013

11 25

20 25

56 5

0 0

2013 11

25 21

29 43

8 45

0 2013

11 25

22 32

34 10

67.5 0

2013 11

25 23

33 32

10 67.5

0 2013

11 25

24 33

33 10

67.5 0

2013 11

26 1

32 34

10 67.5

0 2013

11 26

2 31

31 10

45 0

2013 11

26 3

31 31

10 45

0 2013

11 26

4 31

30 11

45 0

2013 11

26 5

31 31

11 22.5

0 2013

11 26

6 23

71 2

45 0

2013 11

26 7

24 64

2 45

0 2013

11 26

8 27

54 3

22.5 0

2013 11

26 9

29 43

6 0

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

21

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

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itat

ion

2013 11

26 10

31 35

8 0

0 2013

11 26

11 32

31 8

0 0

2013 11

26 12

33 28

10 0

0 2013

11 26

13 33

30 10

22.5 0

2013 11

26 14

33 31

10 0

0 2013

11 26

15 24

62 5

67.5 0

2013 11

26 16

23 61

5 67.5

0 2013

11 26

17 23

64 3

3 0

2013 11

26 18

23 64

3 0

0 2013

11 26

19 22

68 3

315 0

2013 11

26 20

21 73

3 315

0 2013

11 26

21 21

73 3

315 0

2013 11

26 22

22 68

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0 2013

11 26

23 25

56 5

0 0

2013 11

26 24

29 43

8 45

0 2013

11 27

1 33

28 10

0 0

2013 11

27 2

33 30

10 22.5

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11 27

3 33

31 10

0 0

2013 11

27 4

24 62

5 67.5

0 2013

11 27

5 23

61 5

67.5 0

2013 11

27 6

23 64

3 3

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11 27

7 23

64 3

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2013 11

27 8

22 68

3 315

0 2013

11 27

9 21

73 3

315 0

2013 11

27 10

21 73

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11 27

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2013 11

27 12

25 56

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11 27

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43 8

45 0

2013 11

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ANN

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Year

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2013 11

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11 27

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67.5 0

2013 11

27 17

32 34

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11 27

18 31

31 10

45 0

2013 11

27 19

31 31

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11 27

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30 11

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2013 11

27 21

31 31

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11 27

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2013 11

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24 64

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11 27

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54 3

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2013 11

28 1

29 43

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11 28

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2013 11

28 3

32 31

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2013 11

28 5

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11 28

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2013 11

28 7

31 31

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11 28

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2013 11

28 9

31 30

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11 28

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2013 11

28 11

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11 28

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43 6

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2013 11

28 13

24 48

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11 28

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51 6

22.5 0

2013 11

28 15

23 53

7 22.5

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11 28

16 22

57 7

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2013 11

28 17

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11 28

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59 5

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2013 11

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ANN

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Year

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2013 11

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63 5

67.5 0

2013 11

28 22

19 63

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11 28

23 20

61 5

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2013 11

28 24

21 59

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0 2013

11 29

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55 5

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2013 11

29 2

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11 29

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67.5 0

2013 11

29 4

29 37

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11 29

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54 6

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2013 11

29 6

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11 29

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60 6

67.5 0

2013 11

29 8

24 62

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11 29

9 23

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67.5 0

2013 11

29 10

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11 29

11 23

64 3

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2013 11

29 12

22 68

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11 29

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2013 11

29 14

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11 29

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2013 11

29 16

25 56

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11 29

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43 8

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2013 11

29 18

32 34

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11 29

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67.5 0

2013 11

29 20

33 33

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11 29

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2013 11

29 22

31 31

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2013 11

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ANN

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Year

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2013 11

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2013 11

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2013 11

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31 40

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2013 11

30 7

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11 30

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52 6

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2013 11

30 9

29 56

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11 30

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2013 11

30 11

24 62

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2013 11

30 13

23 64

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11 30

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66 3

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2013 11

30 15

22 68

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11 30

16 22

71 2

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2013 11

30 17

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11 30

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2013 11

30 19

24 64

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11 30

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2013 11

30 21

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11 30

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2013 11

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32 31

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11 30

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2013 12

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2013 12

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2013 12

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ANN

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RE

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Y M

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Year

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2013 12

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2013 12

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2013 12

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2013 12

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2013 12

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12 1

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2013 12

1 18

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12 1

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2013 12

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12 1

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2013 12

1 22

24 64

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12 1

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2013 12

1 24

29 43

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12 2

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2013 12

2 2

32 31

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12 2

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2013 12

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12 2

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2013 12

2 6

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12 2

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67.5 0

2013 12

2 8

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12 2

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2013 12

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ANN

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Year

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2013 12

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2013 12

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56 5

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2013 12

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2013 12

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2013 12

2 19

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12 2

20 23

61 5

67.5 0

2013 12

2 21

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12 2

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2013 12

2 23

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2013 12

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2013 12

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12 3

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2013 12

3 5

32 34

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67.5 0

2013 12

3 7

33 33

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12 3

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43 8

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2013 12

3 9

32 34

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12 3

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67.5 0

2013 12

3 11

33 33

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12 3

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67.5 0

2013 12

3 13

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12 3

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2013 12

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ANN

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Year

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2013 12

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2013 12

3 18

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12 3

19 27

54 3

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2013 12

3 20

29 43

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12 3

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2013 12

3 22

32 31

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2013 12

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2013 12

4 2

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2013 12

4 4

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2013 12

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2013 12

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2013 12

4 10

23 53

7 22.5

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12 4

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57 7

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2013 12

4 12

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12 4

13 22

59 5

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2013 12

4 14

21 61

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12 4

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59 6

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2013 12

4 16

20 63

5 67.5

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12 4

17 19

63 5

67.5 0

2013 12

4 18

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12 4

19 21

59 5

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2013 12

4 20

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ANN

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RE

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28

Year

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2013 12

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67.5 0

2013 12

4 23

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12 4

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2013 12

5 1

25 58

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12 5

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67.5 0

2013 12

5 3

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12 5

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67.5 0

2013 12

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12 5

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2013 12

5 7

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2013 12

5 9

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2013 12

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2013 12

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2013 12

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33 31

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67.5 0

2013 12

5 17

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12 5

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2013 12

5 19

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12 5

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315 0

2013 12

5 21

21 73

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2013 12

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ANN

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Year

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2013 12

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2013 12

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12 6

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2013 12

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2013 12

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2013 12

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2013 12

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2013 12

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2013 12

6 16

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12 6

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2013 12

6 18

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12 6

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2013 12

6 20

33 28

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2013 12

6 22

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2013 12

6 24

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2013 12

7 2

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ANN

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30

Year

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2013 12

7 7

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57 7

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2013 12

7 9

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12 7

10 22

59 5

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2013 12

7 11

21 61

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2013 12

7 13

20 63

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67.5 0

2013 12

7 15

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12 7

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59 5

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2013 12

7 17

22 55

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2013 12

7 19

31 31

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2013 12

7 21

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22 31

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22.5 0

2013 12

7 23

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12 7

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2013 12

8 1

27 54

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12 8

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43 6

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2013 12

8 3

31 35

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12 8

4 32

31 8

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2013 12

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33 28

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12 8

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2013 12

8 7

33 31

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67.5 0

2013 12

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ANN

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Y M

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31

Year

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Win

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2013 12

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2013 12

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2013 12

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2013 12

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2013 12

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67.5 0

2013 12

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12 8

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2013 12

8 24

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12 9

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2013 12

9 2

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2013 12

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56 5

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2013 12

9 8

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12 9

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2013 12

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12 9

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2013 12

9 12

33 32

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67.5 0

2013 12

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12 9

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ANN

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Y M

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32

Year

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2013 12

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22.5 0

2013 12

9 19

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12 9

20 24

64 2

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2013 12

9 21

27 54

3 22.5

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12 9

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2013 12

9 23

31 35

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2013 12

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2013 12

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31 31

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12 10

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2013 12

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2013 12

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2013 12

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2013 12

10 11

23 51

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12 10

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53 7

22.5 0

2013 12

10 13

22 57

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12 10

14 22

57 5

45 0

2013 12

10 15

22 59

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12 10

16 21

61 6

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2013 12

10 17

21 59

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12 10

18 20

63 5

67.5 0

2013 12

10 19

19 63

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12 10

20 20

61 5

67.5 0

2013 12

10 21

21 59

5 90

0

ANN

EXU

RE

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Y M

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33

Year

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Win

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2013 12

10 22

22 55

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12 10

23 24

48 6

67.5 0

2013 12

10 24

27 42

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0 2013

12 11

1 29

37 8

45 0

2013 12

11 2

26 54

6 45

0 2013

12 11

3 25

58 6

67.5 0

2013 12

11 4

24 60

6 67.5

0 2013

12 11

5 24

62 5

67.5 0

2013 12

11 6

23 61

5 67.5

0 2013

12 11

7 23

64 3

3 0

2013 12

11 8

23 64

3 0

0 2013

12 11

9 22

68 3

315 0

2013 12

11 10

21 73

3 315

0 2013

12 11

11 21

73 3

315 0

2013 12

11 12

22 68

3 315

0 2013

12 11

13 25

56 5

0 0

2013 12

11 14

29 43

8 45

0 2013

12 11

15 33

28 10

0 0

2013 12

11 16

33 30

10 22.5

0 2013

12 11

17 33

31 10

0 0

2013 12

11 18

24 62

5 67.5

0 2013

12 11

19 23

61 5

67.5 0

2013 12

11 20

23 64

3 3

0 2013

12 11

21 23

64 3

0 0

2013 12

11 22

22 68

3 315

0 2013

12 11

23 21

73 3

315 0

2013 12

11 24

21 73

3 315

0 2013

12 12

1 22

68 3

315 0

2013 12

12 2

25 56

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ANN

EXU

RE

APR

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Y M

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34

Year

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2013 12

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29 43

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12 12

4 32

34 10

67.5 0

2013 12

12 5

33 32

10 67.5

0 2013

12 12

6 33

33 10

67.5 0

2013 12

12 7

29 43

8 45

0 2013

12 12

8 32

34 10

67.5 0

2013 12

12 9

33 32

10 67.5

0 2013

12 12

10 33

33 10

67.5 0

2013 12

12 11

32 34

10 67.5

0 2013

12 12

12 31

31 10

45 0

2013 12

12 13

31 31

10 45

0 2013

12 12

14 31

30 11

45 0

2013 12

12 15

31 31

11 22.5

0 2013

12 12

16 23

71 2

45 0

2013 12

12 17

24 64

2 45

0 2013

12 12

18 27

54 3

22.5 0

2013 12

12 19

29 43

6 0

0 2013

12 12

20 31

35 8

0 0

2013 12

12 21

32 31

8 0

0 2013

12 12

22 33

28 10

0 0

2013 12

12 23

33 30

10 22.5

0 2013

12 12

24 31

31 8

22.5 0

2013 12

13 1

31 31

8 0

0 2013

12 13

2 31

30 10

0 0

2013 12

13 3

31 30

10 0

0 2013

12 13

4 29

33 11

0 0

2013 12

13 5

28 37

10 0

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12 13

6 26

43 6

0 0

2013 12

13 7

28 34

10 67.5

0

ANN

EXU

RE

APR

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Y M

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35

Year

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2013 12

13 8

33 32

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12 13

9 33

33 10

67.5 0

2013 12

13 10

29 43

8 45

0 2013

12 13

11 32

34 10

67.5 0

2013 12

13 12

33 32

10 67.5

0 2013

12 13

13 33

33 10

67.5 0

2013 12

13 14

32 34

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12 13

15 31

31 10

45 0

2013 12

13 16

31 31

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0 2013

12 13

17 31

30 11

45 0

2013 12

13 18

31 31

11 22.5

0 2013

12 13

19 23

71 2

45 0

2013 12

13 20

24 64

2 45

0 2013

12 13

21 27

54 3

22.5 0

2013 12

13 22

29 43

6 0

0 2013

12 13

23 31

35 8

0 0

2013 12

13 24

32 31

8 0

0 2013

12 14

1 33

28 10

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2013 12

14 2

33 30

10 22.5

0 2013

12 14

3 31

31 8

22.5 0

2013 12

14 4

31 31

8 0

0 2013

12 14

5 31

30 10

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2013 12

14 6

31 30

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0 2013

12 14

7 29

33 11

0 0

2013 12

14 8

28 37

10 0

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12 14

9 26

43 6

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2013 12

14 10

24 48

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12 14

11 23

51 6

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2013 12

14 12

23 53

7 22.5

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ANN

EXU

RE

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Y M

ETER

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36

Year

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2013 12

14 13

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57 5

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2013 12

14 15

22 59

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12 14

16 21

61 6

45 0

2013 12

14 17

21 59

6 45

0 2013

12 14

18 20

63 5

67.5 0

2013 12

14 19

19 63

5 67.5

0 2013

12 14

20 20

61 5

67.5 0

2013 12

14 21

21 59

5 90

0 2013

12 14

22 22

55 5

90 0

2013 12

14 23

24 48

6 67.5

0 2013

12 14

24 27

42 8

67.5 0

2013 12

15 1

29 37

8 45

0 2013

12 15

2 26

54 6

45 0

2013 12

15 3

25 58

6 67.5

0 2013

12 15

4 24

60 6

67.5 0

2013 12

15 5

24 62

5 67.5

0 2013

12 15

6 23

61 5

67.5 0

2013 12

15 7

23 64

3 3

0 2013

12 15

8 23

64 3

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2013 12

15 9

22 68

3 315

0 2013

12 15

10 21

73 3

315 0

2013 12

15 11

21 73

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12 15

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68 3

315 0

2013 12

15 13

25 56

5 0

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12 15

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43 8

45 0

2013 12

15 15

33 28

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12 15

16 33

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22.5 0

2013 12

15 17

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ANN

EXU

RE

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Y M

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Year

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Win

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2013 12

15 18

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12 15

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61 5

67.5 0

2013 12

15 20

23 64

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0 2013

12 15

21 23

64 3

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2013 12

15 22

22 68

3 315

0 2013

12 15

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73 3

315 0

2013 12

15 24

21 73

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12 16

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315 0

2013 12

16 2

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12 16

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43 8

45 0

2013 12

16 4

32 34

10 67.5

0 2013

12 16

5 33

32 10

67.5 0

2013 12

16 6

33 33

10 67.5

0 2013

12 16

7 29

43 8

45 0

2013 12

16 8

32 34

10 67.5

0 2013

12 16

9 33

32 10

67.5 0

2013 12

16 10

33 33

10 67.5

0 2013

12 16

11 32

34 10

67.5 0

2013 12

16 12

31 31

10 45

0 2013

12 16

13 31

31 10

45 0

2013 12

16 14

31 30

11 45

0 2013

12 16

15 31

31 11

22.5 0

2013 12

16 16

23 71

2 45

0 2013

12 16

17 24

64 2

45 0

2013 12

16 18

27 54

3 22.5

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12 16

19 29

43 6

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2013 12

16 20

31 35

8 0

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12 16

21 32

31 8

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2013 12

16 22

33 28

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ANN

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RE

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Y M

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38

Year

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Win

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2013 12

16 23

33 30

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12 16

24 31

31 8

22.5 0

2013 12

17 1

33 28

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0 2013

12 17

2 33

30 10

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2013 12

17 3

31 31

8 22.5

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12 17

4 31

31 8

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2013 12

17 5

31 30

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12 17

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2013 12

17 7

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12 17

8 28

37 10

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2013 12

17 9

26 43

6 0

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12 17

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48 6

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2013 12

17 11

23 51

6 22.5

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12 17

12 23

53 7

22.5 0

2013 12

17 13

22 57

7 45

0 2013

12 17

14 22

57 5

45 0

2013 12

17 15

22 59

5 45

0 2013

12 17

16 21

61 6

45 0

2013 12

17 17

21 59

6 45

0 2013

12 17

18 20

63 5

67.5 0

2013 12

17 19

19 63

5 67.5

0 2013

12 17

20 20

61 5

67.5 0

2013 12

17 21

21 59

5 90

0 2013

12 17

22 22

55 5

90 0

2013 12

17 23

24 48

6 67.5

0 2013

12 17

24 27

42 8

67.5 0

2013 12

18 1

29 37

8 45

0 2013

12 18

2 26

54 6

45 0

2013 12

18 3

25 58

6 67.5

0

ANN

EXU

RE

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Y M

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39

Year

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Rel

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Win

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2013 12

18 4

24 60

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12 18

5 24

62 5

67.5 0

2013 12

18 6

23 61

5 67.5

0 2013

12 18

7 23

64 3

3 0

2013 12

18 8

23 64

3 0

0 2013

12 18

9 22

68 3

315 0

2013 12

18 10

21 73

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12 18

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73 3

315 0

2013 12

18 12

22 68

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12 18

13 25

56 5

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2013 12

18 14

29 43

8 45

0 2013

12 18

15 33

28 10

0 0

2013 12

18 16

33 30

10 22.5

0 2013

12 18

17 33

31 10

0 0

2013 12

18 18

24 62

5 67.5

0 2013

12 18

19 23

61 5

67.5 0

2013 12

18 20

23 64

3 3

0 2013

12 18

21 23

64 3

0 0

2013 12

18 22

22 68

3 315

0 2013

12 18

23 21

73 3

315 0

2013 12

18 24

21 73

3 315

0 2013

12 19

1 22

68 3

315 0

2013 12

19 2

25 56

5 0

0 2013

12 19

3 29

43 8

45 0

2013 12

19 4

32 34

10 67.5

0 2013

12 19

5 33

32 10

67.5 0

2013 12

19 6

33 33

10 67.5

0 2013

12 19

7 29

43 8

45 0

2013 12

19 8

32 34

10 67.5

0

ANN

EXU

RE

APR

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Y M

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OLO

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40

Year

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Rel

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Win

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2013 12

19 9

33 32

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12 19

10 33

33 10

67.5 0

2013 12

19 11

32 34

10 67.5

0 2013

12 19

12 31

31 10

45 0

2013 12

19 13

31 31

10 45

0 2013

12 19

14 31

30 11

45 0

2013 12

19 15

31 31

11 22.5

0 2013

12 19

16 23

71 2

45 0

2013 12

19 17

24 64

2 45

0 2013

12 19

18 27

54 3

22.5 0

2013 12

19 19

29 43

6 0

0 2013

12 19

20 31

35 8

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2013 12

19 21

32 31

8 0

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12 19

22 33

28 10

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2013 12

19 23

33 30

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0 2013

12 19

24 31

31 8

22.5 0

2013 12

20 1

33 28

10 0

0 2013

12 20

2 33

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22.5 0

2013 12

20 3

31 31

8 22.5

0 2013

12 20

4 31

31 8

0 0

2013 12

20 5

31 30

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0 2013

12 20

6 31

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2013 12

20 7

29 33

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0 2013

12 20

8 28

37 10

0 0

2013 12

20 9

26 43

6 0

0 2013

12 20

10 24

48 6

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2013 12

20 11

23 51

6 22.5

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12 20

12 23

53 7

22.5 0

2013 12

20 13

22 57

7 45

0

ANN

EXU

RE

APR

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Y M

ETER

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41

Year

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Rel

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Win

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Win

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2013 12

20 14

22 57

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0 2013

12 20

15 22

59 5

45 0

2013 12

20 16

21 61

6 45

0 2013

12 20

17 21

59 6

45 0

2013 12

20 18

20 63

5 67.5

0 2013

12 20

19 19

63 5

67.5 0

2013 12

20 20

20 61

5 67.5

0 2013

12 20

21 21

59 5

90 0

2013 12

20 22

22 55

5 90

0 2013

12 20

23 24

48 6

67.5 0

2013 12

20 24

27 42

8 67.5

0 2013

12 21

1 29

37 8

45 0

2013 12

21 2

26 54

6 45

0 2013

12 21

3 25

58 6

67.5 0

2013 12

21 4

24 60

6 67.5

0 2013

12 21

5 24

62 5

67.5 0

2013 12

21 6

23 61

5 67.5

0 2013

12 21

7 23

64 3

3 0

2013 12

21 8

23 64

3 0

0 2013

12 21

9 22

68 3

315 0

2013 12

21 10

21 73

3 315

0 2013

12 21

11 21

73 3

315 0

2013 12

21 12

22 68

3 315

0 2013

12 21

13 25

56 5

0 0

2013 12

21 14

29 43

8 45

0 2013

12 21

15 33

28 10

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2013 12

21 16

33 30

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12 21

17 33

31 10

0 0

2013 12

21 18

24 62

5 67.5

0

ANN

EXU

RE

APR

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Y M

ETER

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42

Year

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Rel

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Win

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Win

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2013 12

21 19

23 61

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12 21

20 23

64 3

3 0

2013 12

21 21

23 64

3 0

0 2013

12 21

22 22

68 3

315 0

2013 12

21 23

21 73

3 315

0 2013

12 21

24 21

73 3

315 0

2013 12

22 1

22 68

3 315

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12 22

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56 5

0 0

2013 12

22 3

29 43

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12 22

4 32

34 10

67.5 0

2013 12

22 5

33 32

10 67.5

0 2013

12 22

6 33

33 10

67.5 0

2013 12

22 7

29 43

8 45

0 2013

12 22

8 32

34 10

67.5 0

2013 12

22 9

33 32

10 67.5

0 2013

12 22

10 33

33 10

67.5 0

2013 12

22 11

32 34

10 67.5

0 2013

12 22

12 31

31 10

45 0

2013 12

22 13

31 31

10 45

0 2013

12 22

14 31

30 11

45 0

2013 12

22 15

31 31

11 22.5

0 2013

12 22

16 23

71 2

45 0

2013 12

22 17

24 64

2 45

0 2013

12 22

18 27

54 3

22.5 0

2013 12

22 19

29 43

6 0

0 2013

12 22

20 31

35 8

0 0

2013 12

22 21

32 31

8 0

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12 22

22 33

28 10

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2013 12

22 23

33 30

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ANN

EXU

RE

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Y M

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43

Year

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Rel

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Win

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2013 12

22 24

31 31

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12 23

1 33

28 10

0 0

2013 12

23 2

33 30

10 22.5

0 2013

12 23

3 31

31 8

22.5 0

2013 12

23 4

31 31

8 0

0 2013

12 23

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30 10

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2013 12

23 6

31 30

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12 23

7 29

33 11

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2013 12

23 8

28 37

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12 23

9 26

43 6

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2013 12

23 10

24 48

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0 2013

12 23

11 23

51 6

22.5 0

2013 12

23 12

23 53

7 22.5

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12 23

13 22

57 7

45 0

2013 12

23 14

22 57

5 45

0 2013

12 23

15 22

59 5

45 0

2013 12

23 16

21 61

6 45

0 2013

12 23

17 21

59 6

45 0

2013 12

23 18

20 63

5 67.5

0 2013

12 23

19 19

63 5

67.5 0

2013 12

23 20

20 61

5 67.5

0 2013

12 23

21 21

59 5

90 0

2013 12

23 22

22 55

5 90

0 2013

12 23

23 24

48 6

67.5 0

2013 12

23 24

27 42

8 67.5

0 2013

12 24

1 29

37 8

45 0

2013 12

24 2

26 54

6 45

0 2013

12 24

3 25

58 6

67.5 0

2013 12

24 4

24 60

6 67.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

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L D

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44

Year

M

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re

Rel

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Win

d Sp

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Win

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Pr

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2013 12

24 5

24 62

5 67.5

0 2013

12 24

6 23

61 5

67.5 0

2013 12

24 7

23 64

3 3

0 2013

12 24

8 23

64 3

0 0

2013 12

24 9

22 68

3 315

0 2013

12 24

10 21

73 3

315 0

2013 12

24 11

21 73

3 315

0 2013

12 24

12 22

68 3

315 0

2013 12

24 13

25 56

5 0

0 2013

12 24

14 29

43 8

45 0

2013 12

24 15

33 28

10 0

0 2013

12 24

16 33

30 10

22.5 0

2013 12

24 17

33 31

10 0

0 2013

12 24

18 24

62 5

67.5 0

2013 12

24 19

23 61

5 67.5

0 2013

12 24

20 23

64 3

3 0

2013 12

24 21

23 64

3 0

0 2013

12 24

22 22

68 3

315 0

2013 12

24 23

21 73

3 315

0 2013

12 24

24 21

73 3

315 0

2013 12

25 1

22 68

3 315

0 2013

12 25

2 25

56 5

0 0

2013 12

25 3

29 43

8 45

0 2013

12 25

4 32

34 10

67.5 0

2013 12

25 5

33 32

10 67.5

0 2013

12 25

6 33

33 10

67.5 0

2013 12

25 7

29 43

8 45

0 2013

12 25

8 32

34 10

67.5 0

2013 12

25 9

33 32

10 67.5

0

ANN

EXU

RE

APR

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Y M

ETER

OLO

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45

Year

M

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Rel

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Win

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Win

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2013 12

25 10

33 33

10 67.5

0 2013

12 25

11 32

34 10

67.5 0

2013 12

25 12

31 31

10 45

0 2013

12 25

13 31

31 10

45 0

2013 12

25 14

31 30

11 45

0 2013

12 25

15 31

31 11

22.5 0

2013 12

25 16

23 71

2 45

0 2013

12 25

17 24

64 2

45 0

2013 12

25 18

27 54

3 22.5

0 2013

12 25

19 29

43 6

0 0

2013 12

25 20

31 35

8 0

0 2013

12 25

21 32

31 8

0 0

2013 12

25 22

33 28

10 0

0 2013

12 25

23 33

30 10

22.5 0

2013 12

25 24

31 31

8 22.5

0 2013

12 26

1 33

28 10

0 0

2013 12

26 2

33 30

10 22.5

0 2013

12 26

3 31

31 8

22.5 0

2013 12

26 4

31 31

8 0

0 2013

12 26

5 31

30 10

0 0

2013 12

26 6

31 30

10 0

0 2013

12 26

7 29

33 11

0 0

2013 12

26 8

28 37

10 0

0 2013

12 26

9 26

43 6

0 0

2013 12

26 10

24 48

6 0

0 2013

12 26

11 23

51 6

22.5 0

2013 12

26 12

23 53

7 22.5

0 2013

12 26

13 22

57 7

45 0

2013 12

26 14

22 57

5 45

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

46

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2013 12

26 15

22 59

5 45

0 2013

12 26

16 21

61 6

45 0

2013 12

26 17

21 59

6 45

0 2013

12 26

18 20

63 5

67.5 0

2013 12

26 19

19 63

5 67.5

0 2013

12 26

20 20

61 5

67.5 0

2013 12

26 21

21 59

5 90

0 2013

12 26

22 22

55 5

90 0

2013 12

26 23

24 48

6 67.5

0 2013

12 26

24 27

42 8

67.5 0

2013 12

27 1

29 37

8 45

0 2013

12 27

2 26

54 6

45 0

2013 12

27 3

25 58

6 67.5

0 2013

12 27

4 24

60 6

67.5 0

2013 12

27 5

24 62

5 67.5

0 2013

12 27

6 23

61 5

67.5 0

2013 12

27 7

23 64

3 3

0 2013

12 27

8 23

64 3

0 0

2013 12

27 9

22 68

3 315

0 2013

12 27

10 21

73 3

315 0

2013 12

27 11

21 73

3 315

0 2013

12 27

12 22

68 3

315 0

2013 12

27 13

25 56

5 0

0 2013

12 27

14 29

43 8

45 0

2013 12

27 15

33 28

10 0

0 2013

12 27

16 33

30 10

22.5 0

2013 12

27 17

33 31

10 0

0 2013

12 27

18 24

62 5

67.5 0

2013 12

27 19

23 61

5 67.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

47

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2013 12

27 20

23 64

3 3

0 2013

12 27

21 23

64 3

0 0

2013 12

27 22

22 68

3 315

0 2013

12 27

23 21

73 3

315 0

2013 12

27 24

21 73

3 315

0 2013

12 28

1 22

68 3

315 0

2013 12

28 2

25 56

5 0

0 2013

12 28

3 29

43 8

45 0

2013 12

28 4

32 34

10 67.5

0 2013

12 28

5 33

32 10

67.5 0

2013 12

28 6

33 33

10 67.5

0 2013

12 28

7 29

43 8

45 0

2013 12

28 8

32 34

10 67.5

0 2013

12 28

9 33

32 10

67.5 0

2013 12

28 10

33 33

10 67.5

0 2013

12 28

11 32

34 10

67.5 0

2013 12

28 12

31 31

10 45

0 2013

12 28

13 31

31 10

45 0

2013 12

28 14

31 30

11 45

0 2013

12 28

15 31

31 11

22.5 0

2013 12

28 16

23 71

2 45

0 2013

12 28

17 24

64 2

45 0

2013 12

28 18

27 54

3 22.5

0 2013

12 28

19 29

43 6

0 0

2013 12

28 20

31 35

8 0

0 2013

12 28

21 32

31 8

0 0

2013 12

28 22

33 28

10 0

0 2013

12 28

23 33

30 10

22.5 0

2013 12

28 24

31 31

8 22.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

48

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2013 12

29 1

33 28

10 0

0 2013

12 29

2 33

30 10

22.5 0

2013 12

29 3

31 31

8 22.5

0 2013

12 29

4 31

31 8

0 0

2013 12

29 5

31 30

10 0

0 2013

12 29

6 31

30 10

0 0

2013 12

29 7

29 33

11 0

0 2013

12 29

8 28

37 10

0 0

2013 12

29 9

26 43

6 0

0 2013

12 29

10 24

48 6

0 0

2013 12

29 11

23 51

6 22.5

0 2013

12 29

12 23

53 7

22.5 0

2013 12

29 13

22 57

7 45

0 2013

12 29

14 22

57 5

45 0

2013 12

29 15

22 59

5 45

0 2013

12 29

16 21

61 6

45 0

2013 12

29 17

21 59

6 45

0 2013

12 29

18 20

63 5

67.5 0

2013 12

29 19

19 63

5 67.5

0 2013

12 29

20 20

61 5

67.5 0

2013 12

29 21

21 59

5 90

0 2013

12 29

22 22

55 5

90 0

2013 12

29 23

24 48

6 67.5

0 2013

12 29

24 27

42 8

67.5 0

2013 12

30 1

29 37

8 45

0 2013

12 30

2 26

54 6

45 0

2013 12

30 3

25 58

6 67.5

0 2013

12 30

4 24

60 6

67.5 0

2013 12

30 5

24 62

5 67.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

49

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2013 12

30 6

23 61

5 67.5

0 2013

12 30

7 23

64 3

3 0

2013 12

30 8

23 64

3 0

0 2013

12 30

9 22

68 3

315 0

2013 12

30 10

21 73

3 315

0 2013

12 30

11 21

73 3

315 0

2013 12

30 12

22 68

3 315

0 2013

12 30

13 25

56 5

0 0

2013 12

30 14

29 43

8 45

0 2013

12 30

15 33

28 10

0 0

2013 12

30 16

33 30

10 22.5

0 2013

12 30

17 33

31 10

0 0

2013 12

30 18

24 62

5 67.5

0 2013

12 30

19 23

61 5

67.5 0

2013 12

30 20

23 64

3 3

0 2013

12 30

21 23

64 3

0 0

2013 12

30 22

22 68

3 315

0 2013

12 30

23 21

73 3

315 0

2013 12

30 24

21 73

3 315

0 2013

12 31

1 22

68 3

315 0

2013 12

31 2

25 56

5 0

0 2013

12 31

3 29

43 8

45 0

2013 12

31 4

32 34

10 67.5

0 2013

12 31

5 33

32 10

67.5 0

2013 12

31 6

33 33

10 67.5

0 2013

12 31

7 29

43 8

45 0

2013 12

31 8

32 34

10 67.5

0 2013

12 31

9 33

32 10

67.5 0

2013 12

31 10

33 33

10 67.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

50

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2013 12

31 11

32 34

10 67.5

0 2013

12 31

12 31

31 10

45 0

2013 12

31 13

31 31

10 45

0 2013

12 31

14 31

30 11

45 0

2013 12

31 15

31 31

11 22.5

0 2013

12 31

16 23

71 2

45 0

2013 12

31 17

24 64

2 45

0 2013

12 31

18 27

54 3

22.5 0

2013 12

31 19

29 43

6 0

0 2013

12 31

20 31

35 8

0 0

2013 12

31 21

32 31

8 0

0 2013

12 31

22 33

28 10

0 0

2013 12

31 23

33 30

10 22.5

0 2013

12 31

24 31

31 8

45 0

2014 1

1 1

20 70

8 45

0 2014

1 1

2 19

68 8

67.5 0

2014 1

1 3

18 67

8 90

0 2014

1 1

4 17

67 6

90 0

2014 1

1 5

15 67

6 90

0 2014

1 1

6 16

65 6

112.5 0

2014 1

1 7

16 63

6 112.5

0 2014

1 1

8 17

60 6

90 0

2014 1

1 9

18 58

6 67.5

0 2014

1 1

10 20

52 6

67.5 0

2014 1

1 11

21 28

13 67.5

0 2014

1 1

12 22

25 13

67.5 0

2014 1

1 13

22 27

13 67.5

0 2014

1 1

14 21

28 13

67.5 0

2014 1

1 15

21 30

12 45

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

51

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

1 16

20 33

12 45

0 2014

1 1

17 20

34 10

45 0

2014 1

1 18

19 35

10 22.5

0 2014

1 1

19 19

36 10

22.5 0

2014 1

1 20

17 41

10 22.5

0 2014

1 1

21 16

46 10

22.5 0

2014 1

1 22

15 46

8 45

0 2014

1 1

23 14

45 8

45 0

2014 1

1 24

14 45

8 45

0 2014

1 2

1 14

59 5

67.5 0

2014 1

2 2

13 57

5 67.5

0 2014

1 2

3 13

57 5

90 0

2014 1

2 4

13 62

5 90

0 2014

1 2

5 12

66 5

90 0

2014 1

2 6

11 74

5 112.5

0 2014

1 2

7 11

77 5

112.5 0

2014 1

2 8

12 66

5 90

0 2014

1 2

9 15

51 8

67.5 0

2014 1

2 10

19 70

11 67.5

0 2014

1 2

11 22

61 13

67.5 0

2014 1

2 12

24 53

13 67.5

0 2014

1 2

13 26

50 13

45 0

2014 1

2 14

27 45

13 45

0 2014

1 2

15 27

45 13

22.5 0

2014 1

2 16

26 50

13 22.5

0 2014

1 2

17 26

52 13

45 0

2014 1

2 18

24 57

13 22.5

0 2014

1 2

19 22

63 11

22.5 0

2014 1

2 20

20 73

11 22.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

52

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

2 21

19 78

10 22.5

0 2014

1 2

22 18

81 10

22.5 0

2014 1

2 23

17 81

8 45

0 2014

1 2

24 17

81 8

45 0

2014 1

3 1

16 78

8 45

0 2014

1 3

2 16

72 8

45 0

2014 1

3 3

16 75

8 45

0 2014

1 3

4 15

78 6

45 0

2014 1

3 5

14 77

6 67.5

0 2014

1 3

6 14

75 6

45 0

2014 1

3 7

14 72

6 45

0 2014

1 3

8 16

67 6

45 0

2014 1

3 9

18 63

6 45

0 2014

1 3

10 21

61 6

67.5 0

2014 1

3 11

23 55

6 67.5

0 2014

1 3

12 25

52 8

45 0

2014 1

3 13

27 45

10 22.5

0 2014

1 3

14 27

44 11

0 0

2014 1

3 15

28 42

13 337.5

0 2014

1 3

16 27

45 13

337.5 0

2014 1

3 17

26 50

13 337.5

0 2014

1 3

18 24

53 13

337.5 0

2014 1

3 19

22 59

11 0

0 2014

1 3

20 20

68 11

0 0

2014 1

3 21

19 73

10 0

0 2014

1 3

22 18

78 8

0 0

2014 1

3 23

17 78

6 337.5

0 2014

1 3

24 17

75 6

337.5 0

2014 1

4 1

16 72

6 315

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

53

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

4 2

16 69

6 292.5

0 2014

1 4

3 15

67 6

270 0

2014 1

4 4

14 67

5 270

0 2014

1 4

5 14

67 5

270 0

2014 1

4 6

13 67

5 292.5

0 2014

1 4

7 13

64 5

292.5 0

2014 1

4 8

14 62

5 315

0 2014

1 4

9 17

58 6

337.5 0

2014 1

4 10

19 52

8 22.5

0 2014

1 4

11 22

46 10

45 0

2014 1

4 12

24 40

11 22.5

0 2014

1 4

13 25

36 13

0 0

2014 1

4 14

26 31

13 337.5

0 2014

1 4

15 26

33 10

337.5 0

2014 1

4 16

26 32

10 337.5

0 2014

1 4

17 25

34 10

337.5 0

2014 1

4 18

24 35

8 337.5

0 2014

1 4

19 20

36 8

315 0

2014 1

4 20

18 41

8 315

0 2014

1 4

21 16

48 6

315 0

2014 1

4 22

16 53

6 315

0 2014

1 4

23 14

62 5

292.5 0

2014 1

4 24

14 62

5 270

0 2014

1 5

1 14

64 5

225 0

2014 1

5 2

13 67

3 247.5

0 2014

1 5

3 13

74 3

202.5 0

2014 1

5 4

13 80

3 202.5

0 2014

1 5

5 12

90 3

225 0

2014 1

5 6

12 96

3 247.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

54

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

5 7

12 96

3 247.5

0 2014

1 5

8 13

90 2

270 0

2014 1

5 9

16 75

2 292.5

0 2014

1 5

10 18

60 6

337.5 0

2014 1

5 11

21 49

8 22.5

0 2014

1 5

12 23

40 10

22.5 0

2014 1

5 13

24 34

11 22.5

0 2014

1 5

14 25

31 13

0 0

2014 1

5 15

26 30

11 0

0 2014

1 5

16 25

32 11

0 0

2014 1

5 17

24 34

11 0

0 2014

1 5

18 22

39 10

0 0

2014 1

5 19

20 45

8 22.5

0 2014

1 5

20 18

54 8

22.5 0

2014 1

5 21

17 60

6 45

0 2014

1 5

22 16

67 6

67.5 0

2014 1

5 23

15 67

5 67.5

0 2014

1 5

24 14

64 5

67.5 0

2014 1

6 1

14 59

5 67.5

0 2014

1 6

2 13

57 5

67.5 0

2014 1

6 3

13 57

5 90

0 2014

1 6

4 13

62 5

90 0

2014 1

6 5

12 66

5 90

0 2014

1 6

6 11

74 5

112.5 0

2014 1

6 7

11 77

5 112.5

0 2014

1 6

8 12

66 5

90 0

2014 1

6 9

15 51

8 67.5

0 2014

1 6

10 18

37 11

67.5 0

2014 1

6 11

21 28

13 67.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

55

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

6 12

22 25

13 67.5

0 2014

1 6

13 22

27 13

67.5 0

2014 1

6 14

21 28

13 67.5

0 2014

1 6

15 21

30 12

45 0

2014 1

6 16

20 33

12 45

0 2014

1 6

17 20

34 10

45 0

2014 1

6 18

19 35

10 22.5

0 2014

1 6

19 19

36 10

22.5 0

2014 1

6 20

17 41

10 22.5

0 2014

1 6

21 16

46 10

22.5 0

2014 1

6 22

15 46

8 45

0 2014

1 6

23 14

45 8

45 0

2014 1

6 24

14 45

8 45

0 2014

1 7

1 13

43 8

45 0

2014 1

7 2

13 43

8 67.5

0 2014

1 7

3 13

43 6

67.5 0

2014 1

7 4

12 47

6 67.5

0 2014

1 7

5 12

50 6

67.5 0

2014 1

7 6

11 52

6 90

0 2014

1 7

7 11

54 6

90 0

2014 1

7 8

12 55

6 90

0 2014

1 7

9 15

53 10

90 0

2014 1

7 10

18 50

11 90

0 2014

1 7

11 22

42 13

90 0

2014 1

7 12

24 37

13 90

0 2014

1 7

13 26

32 13

90 0

2014 1

7 14

27 30

11 90

0 2014

1 7

15 27

29 10

90 0

2014 1

7 16

27 31

10 90

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

56

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

7 17

26 35

8 67.5

0 2014

1 7

18 24

40 8

67.5 0

2014 1

7 19

22 46

8 67.5

0 2014

1 7

20 19

50 8

67.5 0

2014 1

7 21

18 50

8 67.5

0 2014

1 7

22 17

62 8

90 0

2014 1

7 23

16 67

8 90

0 2014

1 7

24 16

69 6

90 0

2014 1

8 1

16 69

6 90

0 2014

1 8

2 15

69 6

90 0

2014 1

8 3

14 75

6 90

0 2014

1 8

4 14

80 5

112.5 0

2014 1

8 5

13 86

5 112.5

0 2014

1 8

6 13

83 5

112.5 0

2014 1

8 7

13 83

5 112.5

0 2014

1 8

8 14

77 5

112.5 0

2014 1

8 9

17 70

5 112.5

0 2014

1 8

10 20

61 5

112.5 0

2014 1

8 11

23 51

5 90

0 2014

1 8

12 26

42 6

67.5 0

2014 1

8 13

27 36

8 45

0 2014

1 8

14 28

32 11

45 0

2014 1

8 15

28 30

12 22.5

0 2014

1 8

16 28

28 13

22.5 0

2014 1

8 17

27 31

13 0

0 2014

1 8

18 24

37 11

0 0

2014 1

8 19

22 44

10 337.5

0 2014

1 8

20 19

54 8

292.5 0

2014 1

8 21

17 67

8 315

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

57

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

8 22

16 81

8 315

0 2014

1 8

23 16

84 8

315 0

2014 1

8 24

15 83

6 337.5

0 2014

1 9

1 15

75 6

0 0

2014 1

9 2

14 72

5 22.5

0 2014

1 9

3 14

77 5

22.5 0

2014 1

9 4

13 90

5 22.5

0 2014

1 9

5 13

96 5

22.5 0

2014 1

9 6

13 93

5 0

0 2014

1 9

7 13

83 5

0 0

2014 1

9 8

13 72

5 0

0 2014

1 9

9 16

58 8

0 0

2014 1

9 10

18 46

11 22.5

0 2014

1 9

11 21

39 14

22.5 0

2014 1

9 12

23 35

14 0

0 2014

1 9

13 24

34 14

0 0

2014 1

9 14

25 33

16 0

0 2014

1 9

15 25

33 16

0 0

2014 1

9 16

25 33

14 0

0 2014

1 9

17 24

36 14

0 0

2014 1

9 18

22 41

13 0

0 2014

1 9

19 19

49 11

0 0

2014 1

9 20

17 58

10 0

0 2014

1 9

21 16

65 10

0 0

2014 1

9 22

15 69

10 0

0 2014

1 9

23 14

69 10

0 0

2014 1

9 24

14 69

8 0

0 2014

1 10

1 13

72 8

22.5 0

2014 1

10 2

13 72

6 22.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

58

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

10 3

12 74

6 22.5

0 2014

1 10

4 12

77 6

22.5 0

2014 1

10 5

11 83

6 22.5

0 2014

1 10

6 10

86 6

22.5 0

2014 1

10 7

10 86

6 22.5

0 2014

1 10

8 11

80 6

22.5 0

2014 1

10 9

13 67

8 22.5

0 2014

1 10

10 16

57 11

22.5 0

2014 1

10 11

19 40

13 22.5

0 2014

1 10

12 21

34 14

22.5 0

2014 1

10 13

23 28

14 22.5

0 2014

1 10

14 23

26 16

0 0

2014 1

10 15

26 30

11 0

0 2014

1 10

16 25

32 11

0 0

2014 1

10 17

24 34

11 0

0 2014

1 10

18 22

39 10

0 0

2014 1

10 19

20 45

8 22.5

0 2014

1 10

20 18

54 8

22.5 0

2014 1

10 21

17 60

6 45

0 2014

1 10

22 16

67 6

67.5 0

2014 1

10 23

15 67

5 67.5

0 2014

1 10

24 14

64 5

67.5 0

2014 1

11 1

14 59

5 67.5

0 2014

1 11

2 13

57 5

67.5 0

2014 1

11 3

13 57

5 90

0 2014

1 11

4 13

62 5

90 0

2014 1

11 5

12 66

5 90

0 2014

1 11

6 11

74 5

112.5 0

2014 1

11 7

11 77

5 112.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

59

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

11 8

12 66

5 90

0 2014

1 11

9 15

51 8

67.5 0

2014 1

11 10

18 37

11 67.5

0 2014

1 11

11 21

28 13

67.5 0

2014 1

11 12

22 25

13 67.5

0 2014

1 11

13 22

27 13

67.5 0

2014 1

11 14

21 28

13 67.5

0 2014

1 11

15 21

30 12

45 0

2014 1

11 16

20 33

12 45

0 2014

1 11

17 20

34 10

45 0

2014 1

11 18

19 35

10 22.5

0 2014

1 11

19 19

36 10

22.5 0

2014 1

11 20

17 41

10 22.5

0 2014

1 11

21 16

64 11

45 0

2014 1

11 22

15 67

11 45

0 2014

1 11

23 14

69 11

45 0

2014 1

11 24

14 69

11 45

0 2014

1 12

1 12

69 10

45 0

2014 1

12 2

11 69

10 45

0 2014

1 12

3 11

71 10

67.5 0

2014 1

12 4

11 74

10 67.5

0 2014

1 12

5 10

74 10

67.5 0

2014 1

12 6

10 77

10 90

0 2014

1 12

7 11

71 10

90 0

2014 1

12 8

14 64

11 67.5

0 2014

1 12

9 17

57 13

67.5 0

2014 1

12 10

20 50

16 67.5

0 2014

1 12

11 20

43 19

67.5 0

2014 1

12 12

22 39

18 67.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

60

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

12 13

24 34

16 67.5

0 2014

1 12

14 24

32 16

67.5 0

2014 1

12 15

25 30

16 45

0 2014

1 12

16 25

30 14

22.5 0

2014 1

12 17

24 32

14 22.5

0 2014

1 12

18 22

36 14

0 0

2014 1

12 19

19 45

14 22.5

0 2014

1 12

20 17

52 13

22.5 0

2014 1

12 21

16 52

13 45

0 2014

1 12

22 15

58 11

45 0

2014 1

12 23

14 64

10 45

0 2014

1 12

24 14

67 10

45 0

2014 1

13 1

13 69

8 67.5

0 2014

1 13

2 13

69 6

67.5 0

2014 1

13 3

12 69

8 67.5

0 2014

1 13

4 12

64 8

90 0

2014 1

13 5

11 66

8 90

0 2014

1 13

6 11

66 8

90 0

2014 1

13 7

10 66

8 90

0 2014

1 13

8 11

66 8

90 0

2014 1

13 9

14 57

10 90

0 2014

1 13

10 18

48 11

67.5 0

2014 1

13 11

21 44

13 67.5

0 2014

1 13

12 22

44 13

67.5 0

2014 1

13 13

21 44

13 67.5

0 2014

1 13

14 21

44 13

67.5 0

2014 1

13 15

21 45

12 67.5

0 2014

1 13

16 20

45 12

0 0

2014 1

13 17

20 46

12 0

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

61

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

13 18

20 47

11 0

0 2014

1 13

19 20

47 11

0 0

2014 1

13 20

19 52

10 0

0 2014

1 13

21 17

56 10

22.5 0

2014 1

13 22

17 58

8 22.5

0 2014

1 13

23 16

60 8

22.5 0

2014 1

13 24

16 58

6 22.5

0 2014

1 14

1 15

57 6

0 0

2014 1

14 2

14 57

5 0

0 2014

1 14

3 14

59 5

0 0

2014 1

14 4

13 64

5 0

0 2014

1 14

5 13

66 6

0 0

2014 1

14 6

13 66

8 0

0 2014

1 14

7 13

62 10

0 0

2014 1

14 8

14 60

10 0

0 2014

1 14

9 16

52 10

0 0

2014 1

14 10

19 47

11 22.5

0 2014

1 14

11 22

47 11

22.5 0

2014 1

14 12

24 41

11 22.5

0 2014

1 14

13 26

39 14

0 0

2014 1

14 14

27 34

14 337.5

0 2014

1 14

15 27

34 14

337.5 0

2014 1

14 16

27 34

11 337.5

0 2014

1 14

17 26

35 10

337.5 0

2014 1

14 18

23 35

10 337.5

0 2014

1 14

19 21

37 8

337.5 0

2014 1

14 20

19 41

8 337.5

0 2014

1 14

21 17

45 8

315 0

2014 1

14 22

16 52

8 315

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

62

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

14 23

16 53

8 337.5

0 2014

1 14

24 15

69 8

337.5 0

2014 1

15 1

13 72

5 22.5

0 2014

1 15

2 13

73 5

22.5 0

2014 1

15 3

12 74

5 22.5

0 2014

1 15

4 12

77 5

22.5 0

2014 1

15 5

11 83

5 22.5

0 2014

1 15

6 10

86 5

22.5 0

2014 1

15 7

10 86

5 22.5

0 2014

1 15

8 11

80 5

45 0

2014 1

15 9

13 67

8 45

0 2014

1 15

10 16

57 11

45 0

2014 1

15 11

19 40

13 45

0 2014

1 15

12 21

34 13

67.5 0

2014 1

15 13

23 28

13 67.5

0 2014

1 15

14 23

26 13

45 0

2014 1

15 15

26 30

12 45

0 2014

1 15

16 25

32 12

67.5 0

2014 1

15 17

24 34

10 67.5

0 2014

1 15

18 22

39 10

67.5 0

2014 1

15 19

20 45

10 67.5

0 2014

1 15

20 18

54 10

67.5 0

2014 1

15 21

17 60

11 90

0 2014

1 15

22 16

67 11

90 0

2014 1

15 23

15 67

11 90

0 2014

1 15

24 14

64 10

67.5 0

2014 1

16 1

14 59

6 22.5

0 2014

1 16

2 13

57 5

22.5 0

2014 1

16 3

13 57

5 45

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

63

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

16 4

13 62

5 67.5

0 2014

1 16

5 12

66 5

67.5 0

2014 1

16 6

11 74

5 67.5

0 2014

1 16

7 11

77 5

67.5 0

2014 1

16 8

12 66

5 67.5

0 2014

1 16

9 15

51 8

45 0

2014 1

16 10

18 37

11 45

0 2014

1 16

11 21

28 14

22.5 0

2014 1

16 12

22 25

14 22.5

0 2014

1 16

13 22

32 14

0 0

2014 1

16 14

21 34

16 0

0 2014

1 16

15 21

39 16

45 0

2014 1

16 16

20 45

14 45

0 2014

1 16

17 20

48 14

45 0

2014 1

16 18

19 49

13 22.5

0 2014

1 16

19 19

53 11

22.5 0

2014 1

16 20

19 61

10 22.5

0 2014

1 16

21 17

70 8

22.5 0

2014 1

16 22

16 75

8 45

0 2014

1 16

23 16

75 8

45 0

2014 1

16 24

15 75

6 45

0 2014

1 17

1 14

75 5

45 0

2014 1

17 2

14 72

5 45

0 2014

1 17

3 13

74 5

45 0

2014 1

17 4

13 74

5 45

0 2014

1 17

5 13

77 6

45 0

2014 1

17 6

13 80

6 67.5

0 2014

1 17

7 12

77 5

90 0

2014 1

17 8

13 72

3 90

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

64

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

17 9

16 64

5 67.5

0 2014

1 17

10 18

56 6

45 0

2014 1

17 11

22 46

8 22.5

0 2014

1 17

12 23

38 10

0 0

2014 1

17 13

24 32

13 337.5

0 2014

1 17

14 25

27 14

337.5 0

2014 1

17 15

26 25

14 315

0 2014

1 17

16 25

24 14

315 0

2014 1

17 17

24 26

16 315

0 2014

1 17

18 22

29 13

337.5 0

2014 1

17 19

19 34

11 337.5

0 2014

1 17

20 18

40 8

337.5 0

2014 1

17 21

16 48

8 337.5

0 2014

1 17

22 16

53 6

315 0

2014 1

17 23

14 60

5 315

0 2014

1 17

24 14

64 5

315 0

2014 1

18 1

13 67

6 315

0 2014

1 18

2 13

69 6

337.5 0

2014 1

18 3

13 72

6 0

0 2014

1 18

4 12

77 8

45 0

2014 1

18 5

12 79

8 67.5

0 2014

1 18

6 11

80 8

67.5 0

2014 1

18 7

11 80

8 67.5

0 2014

1 18

8 12

69 5

45 0

2014 1

18 9

14 60

8 45

0 2014

1 18

10 18

50 13

45 0

2014 1

18 11

21 42

16 45

0 2014

1 18

12 23

35 16

45 0

2014 1

18 13

24 31

18 45

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

65

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

18 14

25 27

18 45

0 2014

1 18

15 21

30 12

45 0

2014 1

18 16

20 33

12 45

0 2014

1 18

17 20

34 10

45 0

2014 1

18 18

19 35

10 22.5

0 2014

1 18

19 19

36 10

22.5 0

2014 1

18 20

17 41

10 22.5

0 2014

1 18

21 16

46 10

22.5 0

2014 1

18 22

15 46

8 45

0 2014

1 18

23 14

45 8

45 0

2014 1

18 24

14 45

8 45

0 2014

1 19

1 13

43 8

45 0

2014 1

19 2

13 43

8 67.5

0 2014

1 19

3 13

43 6

67.5 0

2014 1

19 4

12 47

6 67.5

0 2014

1 19

5 12

50 6

67.5 0

2014 1

19 6

11 52

6 90

0 2014

1 19

7 11

54 6

90 0

2014 1

19 8

12 55

6 90

0 2014

1 19

9 15

53 10

90 0

2014 1

19 10

18 50

11 90

0 2014

1 19

11 20

42 13

90 0

2014 1

19 12

23 37

19 90

0 2014

1 19

13 25

30 21

67.5 0

2014 1

19 14

26 27

21 67.5

0 2014

1 19

15 26

26 19

67.5 0

2014 1

19 16

26 26

18 67.5

0 2014

1 19

17 25

29 18

67.5 0

2014 1

19 18

23 34

14 45

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

66

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

19 19

21 40

13 45

0 2014

1 19

20 18

48 11

45 0

2014 1

19 21

17 54

11 45

0 2014

1 19

22 16

62 10

67.5 0

2014 1

19 23

16 64

10 67.5

0 2014

1 19

24 15

64 10

67.5 0

2014 1

20 1

14 64

8 67.5

0 2014

1 20

2 14

64 8

67.5 0

2014 1

20 3

14 67

8 67.5

0 2014

1 20

4 13

72 8

67.5 0

2014 1

20 5

13 77

10 90

0 2014

1 20

6 12

77 10

67.5 0

2014 1

20 7

12 74

8 67.5

0 2014

1 20

8 13

69 8

67.5 0

2014 1

20 9

16 64

8 67.5

0 2014

1 20

10 19

58 8

90 0

2014 1

20 11

22 53

10 67.5

0 2014

1 20

12 24

50 10

67.5 0

2014 1

20 13

26 43

8 90

0 2014

1 20

14 27

40 8

112.5 0

2014 1

20 15

27 38

8 112.5

0 2014

1 20

16 27

38 8

67.5 0

2014 1

20 17

26 40

8 67.5

0 2014

1 20

18 24

45 6

22.5 0

2014 1

20 19

22 51

5 0

0 2014

1 20

20 21

59 5

337.5 0

2014 1

20 21

19 65

5 315

0 2014

1 20

22 18

73 5

315 0

2014 1

20 23

18 75

5 292.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

67

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

20 24

17 75

5 292.5

0 2014

1 21

1 17

72 3

247.5 0

2014 1

21 2

17 70

2 247.5

0 2014

1 21

3 16

75 2

225 0

2014 1

21 4

16 81

3 202.5

0 2014

1 21

5 15

87 3

202.5 0

2014 1

21 6

14 93

3 180

0 2014

1 21

7 14

93 3

180 0

2014 1

21 8

15 87

3 180

0 2014

1 21

9 17

72 5

157.5 0

2014 1

21 10

19 58

6 112.5

0 2014

1 21

11 21

51 8

90 0

2014 1

21 12

21 57

10 67.5

0 2014

1 21

13 23

51 10

67.5 0

2014 1

21 14

24 46

10 67.5

0 2014

1 21

15 25

45 10

67.5 0

2014 1

21 16

26 45

8 67.5

0 2014

1 21

17 24

52 6

90 0

2014 1

21 18

23 57

5 90

0 2014

1 21

19 21

66 5

112.5 0

2014 1

21 20

19 73

3 112.5

0 2014

1 21

21 18

81 3

112.5 0

2014 1

21 22

18 87

5 135

0 2014

1 21

23 17

93 3

157.5 0

2014 1

21 24

17 93

3 180

0 2014

1 22

1 17

90 3

180 0

2014 1

22 2

16 87

2 202.5

0 2014

1 22

3 16

90 3

225 0

2014 1

22 4

15 93

3 270

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

68

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

22 5

14 100

3 292.5

0 2014

1 22

6 14

100 3

315 0

2014 1

22 7

14 100

3 315

0 2014

1 22

8 14

96 2

315 0

2014 1

22 9

17 81

5 315

0 2014

1 22

10 19

65 8

0 0

2014 1

22 11

22 51

10 22.5

0 2014

1 22

12 24

44 11

22.5 0

2014 1

22 13

25 39

13 22.5

0 2014

1 22

14 26

35 14

0 0

2014 1

22 15

26 32

14 0

0 2014

1 22

16 26

30 14

0 0

2014 1

22 17

25 32

14 22.5

0 2014

1 22

18 23

38 13

22.5 0

2014 1

22 19

21 45

11 22.5

0 2014

1 22

20 19

56 10

22.5 0

2014 1

22 21

18 63

8 22.5

0 2014

1 22

22 17

67 8

22.5 0

2014 1

22 23

16 67

8 22.5

0 2014

1 22

24 16

67 8

22.5 0

2014 1

23 1

15 69

6 0

0 2014

1 23

2 14

72 6

0 0

2014 1

23 3

14 75

6 0

0 2014

1 23

4 13

80 6

0 0

2014 1

23 5

12 83

8 0

0 2014

1 23

6 12

86 6

22.5 0

2014 1

23 7

12 83

6 22.5

0 2014

1 23

8 13

77 5

45 0

2014 1

23 9

16 69

8 45

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

69

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

23 10

16 57

11 22.5

0 2014

1 23

11 19

40 13

22.5 0

2014 1

23 12

21 34

14 22.5

0 2014

1 23

13 23

28 14

22.5 0

2014 1

23 14

23 26

16 0

0 2014

1 23

15 26

30 11

0 0

2014 1

23 16

25 32

11 0

0 2014

1 23

17 24

34 11

0 0

2014 1

23 18

22 39

10 0

0 2014

1 23

19 21

44 10

0 0

2014 1

23 20

19 50

8 0

0 2014

1 23

21 18

55 8

22.5 0

2014 1

23 22

17 60

6 22.5

0 2014

1 23

23 16

60 6

45 0

2014 1

23 24

16 60

6 45

0 2014

1 24

1 15

62 6

45 0

2014 1

24 2

14 67

6 22.5

0 2014

1 24

3 14

72 6

22.5 0

2014 1

24 4

13 77

6 22.5

0 2014

1 24

5 13

80 6

22.5 0

2014 1

24 6

12 80

6 22.5

0 2014

1 24

7 13

77 6

22.5 0

2014 1

24 8

14 72

6 45

0 2014

1 24

9 16

65 5

67.5 0

2014 1

24 10

19 56

8 45

0 2014

1 24

11 22

46 11

45 0

2014 1

24 12

24 37

13 22.5

0 2014

1 24

13 26

31 14

22.5 0

2014 1

24 14

26 28

14 0

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

70

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

24 15

27 27

14 0

0 2014

1 24

16 26

29 14

0 0

2014 1

24 17

26 32

14 0

0 2014

1 24

18 23

38 13

0 0

2014 1

24 19

22 44

11 0

0 2014

1 24

20 19

50 10

0 0

2014 1

24 21

18 56

10 0

0 2014

1 24

22 17

60 8

0 0

2014 1

24 23

16 62

8 0

0 2014

1 24

24 16

64 8

0 0

2014 1

25 1

15 67

8 22.5

0 2014

1 25

2 14

69 8

22.5 0

2014 1

25 3

14 72

6 22.5

0 2014

1 25

4 13

74 6

22.5 0

2014 1

25 5

13 80

6 0

0 2014

1 25

6 12

83 6

22.5 0

2014 1

25 7

12 83

5 22.5

0 2014

1 25

8 13

80 5

22.5 0

2014 1

25 9

16 75

8 45

0 2014

1 25

10 19

68 10

45 0

2014 1

25 11

22 57

13 67.5

0 2014

1 25

12 24

48 14

45 0

2014 1

25 13

26 39

14 45

0 2014

1 25

14 26

34 16

45 0

2014 1

25 15

27 32

14 0

0 2014

1 25

16 27

32 14

0 0

2014 1

25 17

26 37

14 22.5

0 2014

1 25

18 24

43 13

22.5 0

2014 1

25 19

22 51

10 22.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

71

Year

M

onth

D

ay

Hou

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mpe

ratu

re

Rel

ativ

e hu

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ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

25 20

20 56

8 22.5

0 2014

1 25

21 18

63 8

22.5 0

2014 1

25 22

18 65

8 22.5

0 2014

1 25

23 17

65 8

22.5 0

2014 1

25 24

17 65

6 45

0 2014

1 26

1 16

62 6

45 0

2014 1

26 2

16 64

6 45

0 2014

1 26

3 15

67 6

45 0

2014 1

26 4

14 75

6 45

0 2014

1 26

5 13

77 6

45 0

2014 1

26 6

13 80

6 45

0 2014

1 26

7 13

80 6

67.5 0

2014 1

26 8

14 77

6 90

0 2014

1 26

9 15

51 8

45 0

2014 1

26 10

18 37

11 45

0 2014

1 26

11 21

28 14

22.5 0

2014 1

26 12

22 25

14 22.5

0 2014

1 26

13 22

32 14

0 0

2014 1

26 14

21 34

16 0

0 2014

1 26

15 21

39 16

45 0

2014 1

26 16

20 45

14 45

0 2014

1 26

17 20

48 14

45 0

2014 1

26 18

19 49

13 22.5

0 2014

1 26

19 19

53 11

22.5 0

2014 1

26 20

19 61

10 22.5

0 2014

1 26

21 17

70 8

22.5 0

2014 1

26 22

16 75

8 45

0 2014

1 26

23 16

75 8

45 0

2014 1

26 24

15 75

6 45

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

72

Year

M

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ay

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re

Rel

ativ

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ity

Win

d Sp

eed

Win

d D

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tion

Pr

ecip

itat

ion

2014 1

27 1

12 69

10 45

0 2014

1 27

2 11

69 10

45 0

2014 1

27 3

11 71

10 67.5

0 2014

1 27

4 11

74 10

67.5 0

2014 1

27 5

10 74

10 67.5

0 2014

1 27

6 10

77 10

90 0

2014 1

27 7

11 71

10 90

0 2014

1 27

8 14

64 11

67.5 0

2014 1

27 9

17 57

13 67.5

0 2014

1 27

10 20

50 16

67.5 0

2014 1

27 11

20 43

19 67.5

0 2014

1 27

12 22

39 18

67.5 0

2014 1

27 13

24 34

16 67.5

0 2014

1 27

14 24

32 16

67.5 0

2014 1

27 15

25 30

16 45

0 2014

1 27

16 25

30 14

22.5 0

2014 1

27 17

24 32

14 22.5

0 2014

1 27

18 22

36 14

0 0

2014 1

27 19

19 45

14 22.5

0 2014

1 27

20 22

38 8

67.5 0

2014 1

27 21

21 44

8 67.5

0 2014

1 27

22 19

50 8

67.5 0

2014 1

27 23

18 54

6 67.5

0 2014

1 27

24 17

56 6

90 0

2014 1

28 1

17 54

6 135

0 2014

1 28

2 17

56 5

135 0

2014 1

28 3

16 60

5 112.5

0 2014

1 28

4 16

62 5

112.5 0

2014 1

28 5

15 67

5 112.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

73

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

28 6

15 67

5 90

0 2014

1 28

7 15

67 5

90 0

2014 1

28 8

17 60

5 112.5

0 2014

1 28

9 19

52 5

112.5 0

2014 1

28 10

22 41

6 90

0 2014

1 28

11 25

33 6

90 0

2014 1

28 12

27 27

11 67.5

0 2014

1 28

13 28

27 11

45 0

2014 1

28 14

29 27

13 22.5

0 2014

1 28

15 29

28 13

22.5 0

2014 1

28 16

29 27

11 22.5

0 2014

1 28

17 28

23 10

22.5 0

2014 1

28 18

26 27

8 22.5

0 2014

1 28

19 24

31 8

22.5 0

2014 1

28 20

22 36

8 22.5

0 2014

1 28

21 20

42 8

45 0

2014 1

28 22

19 48

8 45

0 2014

1 28

23 18

52 8

45 0

2014 1

28 24

18 50

6 45

0 2014

1 29

1 17

48 6

90 0

2014 1

29 2

17 50

5 90

0 2014

1 29

3 17

50 5

90 0

2014 1

29 4

16 55

5 67.5

0 2014

1 29

5 15

60 5

67.5 0

2014 1

29 6

15 60

5 67.5

0 2014

1 29

7 15

55 5

90 0

2014 1

29 8

17 50

5 90

0 2014

1 29

9 19

43 8

90 0

2014 1

29 10

22 35

10 90

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

74

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

29 11

25 30

13 90

0 2014

1 29

12 27

25 14

67.5 0

2014 1

29 13

28 23

14 67.5

0 2014

1 29

14 29

20 16

67.5 0

2014 1

29 15

21 30

12 45

0 2014

1 29

16 20

33 12

45 0

2014 1

29 17

20 34

10 45

0 2014

1 29

18 19

35 10

22.5 0

2014 1

29 19

19 36

10 22.5

0 2014

1 29

20 17

41 10

22.5 0

2014 1

29 21

16 46

10 22.5

0 2014

1 29

22 15

46 8

45 0

2014 1

29 23

14 45

8 45

0 2014

1 29

24 14

45 8

45 0

2014 1

30 1

13 43

8 45

0 2014

1 30

2 13

43 8

67.5 0

2014 1

30 3

13 43

6 67.5

0 2014

1 30

4 12

47 6

67.5 0

2014 1

30 5

12 50

6 67.5

0 2014

1 30

6 11

52 6

90 0

2014 1

30 7

11 54

6 90

0 2014

1 30

8 12

55 6

90 0

2014 1

30 9

15 53

10 90

0 2014

1 30

10 18

50 11

90 0

2014 1

30 11

22 42

13 90

0 2014

1 30

12 24

37 13

90 0

2014 1

30 13

26 32

13 90

0 2014

1 30

14 27

30 11

90 0

2014 1

30 15

28 30

12 22.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

75

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

30 16

28 28

13 22.5

0 2014

1 30

17 27

31 13

0 0

2014 1

30 18

24 37

11 0

0 2014

1 30

19 22

44 10

337.5 0

2014 1

30 20

19 54

8 292.5

0 2014

1 30

21 17

67 8

315 0

2014 1

30 22

16 81

8 315

0 2014

1 30

23 16

84 8

315 0

2014 1

30 24

15 83

6 337.5

0 2014

1 31

1 15

75 6

0 0

2014 1

31 2

14 72

5 22.5

0 2014

1 31

3 14

77 5

22.5 0

2014 1

31 4

13 90

5 22.5

0 2014

1 31

5 13

96 5

22.5 0

2014 1

31 6

13 93

5 0

0 2014

1 31

7 13

83 5

0 0

2014 1

31 8

13 72

5 0

0 2014

1 31

9 16

58 8

0 0

2014 1

31 10

18 46

11 22.5

0 2014

1 31

11 21

39 14

22.5 0

2014 1

31 12

23 35

14 22.5

0 2014

1 31

13 24

34 14

0 0

2014 1

31 14

25 33

16 0

0 2014

1 31

15 25

33 16

0 0

2014 1

31 16

25 33

14 45

0 2014

1 31

17 24

36 14

45 0

2014 1

31 18

22 41

13 45

0 2014

1 31

19 25

31 10

67.5 0

2014 1

31 20

23 37

8 67.5

0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

GICA

L D

ATA

76

Year

M

onth

D

ay

Hou

r Te

mpe

ratu

re

Rel

ativ

e hu

mid

ity

Win

d Sp

eed

Win

d D

irec

tion

Pr

ecip

itat

ion

2014 1

31 21

21 42

8 90

0 2014

1 31

22 20

47 8

90 0

2014 1

31 23

19 49

6 90

0 2014

1 31

24 19

50 6

90 0

ANN

EXU

RE

APR

IMAR

Y M

ETER

OLO

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L D

ATA

77

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

Hex

amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd 78

ANN

EXU

RE

– B

GOO

GLE

IMAG

E SH

OW

ING

NEA

RBY

GID

C RA

FLES

HW

AR

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

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amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

For

mal

in P

vt.

Ltd 79

GOO

GLE

IMAG

E SH

OW

ING

SUR

FACE

WAT

ER B

OD

Y M

ON

ITO

RIN

G LO

CATI

ON

S,

EIA

Pre

par

atio

n f

or t

he

Pro

pos

ed P

lan

t fo

r Fo

rmal

deh

yde,

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amin

e &

Res

in M

anu

fact

uri

ng

of

M/

s P

awan

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mal

in P

vt.

Ltd 80

GOO

GLE

IMAG

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NEA

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RES

ERVE

D F

ORE

ST

Annexure C Land Possession Documents

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82


83


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ANNEXURE – D

PUBLIC HEARING MINUTES

DATE : 11-2-2015

PAGE NO. 88 - 111

ANNEXURE - D PUBLIC HEAIRNG MINUTES 88

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