final report eia/emp study - welcome to...

Project No. ENV-438

FINAL REPORT

EIA/EMP STUDY (F No-21-1046/ 2007-IA.III)

for Development of Industrial Estate

at Rai, Sector 38-Phase II & Sector 39 District, Sonepat (Hr.)

EIA Consultant:

Shriram Institute for Industrial Research (A Unit of Shriram Scientific & Industrial Research Foundation)

19, University Road, Delhi-110 007

(NABET Accredited)

Project Title Rapid EIA Study for Development of Industrial Estate of HSIIDC at Rai

Sector 38 Phase-II and 39, Area – 304 Ha.; Category-‘A’ Project Code ENV-438 Sponsor Haryana State Industrial and Infrastructure Development Corporation

Limited (HSIIDC), C-13/14, Sector-6, Panchkula, Hr. Contract No. HSIIDC: IA: 2007:959 dt.10.05.2007 TOR No. 21-1046/ 2007-IA.III, Dated June 20, 2008

EIA Consultant Shriram Institute for Industrial Research: Delhi

NABET ACCREDITATION

Sector- 31 (Industrial Estates etc.)

EIA TEAM

Role in EIA Name of Consultant Designation Head of Division (Over all Supervision)

Dr. V. K. Verma Joint Director, EPD

E. I. A Coordinator Dr. Mukesh Garg Assistant Director & Chief Co-E.I.A. Coordinator Dr. Jagdish Kumar Assistant Director & Chief

Team MembersFunctional Area Experts Designation Functional Areas

Dr. Mukesh Garg Assistant Director & Chief AP, AQ, NV, WP Dr. Jagdish Kumar Assistant Director & Chief RH, WP, AQ, SHW Ms. Shobha Kumar Sr. Scientist WP, SHW Dr. D S. Chatterjee Sr. Scientist LU, HG, GEO Mr. Rajneesh Kumar Sharma Scientist ‘C’ AP, SE, EB Mr. R. K. Jena Scientist ‘B’ SC, SHWMr. Rajeev Kukreja Scientist ‘C’ AP,WP Mr. Sumant Shekhar Astt. Scientist ‘A’ EB, SC

Associate Functional Area Experts

Designation Functional Areas

Mr. Amit Bhadauria Assistant Scientist ‘A’ AP, NV Mr. Amit Singh Junior Scientist ‘A’ AP, EB, RH Mr. Pintu kumar Junior Scientist ‘A” SHW, SC, AP Mr. Ravi Singh Junior Scientist ‘B’ AP, EB

Co-E.I.A. Coordinator E. I. A Coordinator Head of Division (EPD) EIA CONSULTANT ORGANIZATION (NABET ACCREDITED)

Shriram Institute for Industrial Research (A UNIT OF SHRIRAM SCIENTIFIC & INDUSTRIAL RESEARCH FOUNDATION)

19, University Road, Delhi-110 007

Project Title : Rapid EIA Study for Development of Industrial Estate of HSIIDC at Rai Project No. : No. 21-1046/2007-IA.III, Dated June 20, 2008 Contract No. : HSIIDC: IA:2007:959 dt.10.05.2007

Shriram Institute for Industrial Research: Delhi

Table of Contents Section Description Page

1. Introduction 1-11 1.1 Purpose of the Report 1 1.2 Identification of Project and Project Proponent 1 1.3 Regulatory Framework 4 1.3.1 Key Environmental Legislations in India 4 1.3.2 Indian Policies Requiring EIA 5 1.3.3 Requirements of prior Environmental Clearance (EC) 5 1.4 Approved TOR from MOEF 7 1.5 Organization of the Report 10 1.6 Contents of the Report 102. General Project Description 12-18 2.1 Preamble 12 2.2 The Proposal for Development of Industrial Estate at Rai 12 2.3 Infrastructure Development proposal of Proposed Project 16 2.4 Abstract of the project cost 18 3. Description of the Environment 20-22 3.1 Development of Environment Baseline 20 3.2 Air Environment 23-38 3.2.1 Selection of Sampling Locations for AAQ 23 3.2.2 Monitoring Schedule 24 3.2.3 AAQ monitoring Methodology 24 3.2.4 AAQ Data Interpretation 25 3.2.5 Air Pollution Dispersion Modeling 37 3.3 Meteorological Scenario 46-72 3.3.1 General Climatic Conditions of Sonipat District 46 3.3.2 Micro-meteorological monitoring Data in the vicinity of Proposed Project Site 47 3.4 Noise Environment 73-76 3.4.1 Community Noise 73 3.4.2 Noise Levels for Residential, Commercial, Industrial & Silence Zones 73 3.4.3 Study Area for Ambient Noise Level 73 3.4.4 Noise Monitoring Methodology 74 3.4.5 Noise Data Interpretation 74 3.5 Water Environment 77-90 3.5.1 Water Resources in the Project Area 77 3.5.2 Water Demand & Supply in the Project Area 78 3.5.3 Water Quality Assessment in the Project Area 80 3.6 Sewerage Scheme for the Proposed Industrial Estate 91-98 3.6.1 Scope for providing sewerage system 91 3.6.2 Scheme for storm water drainage 93 3.6.3 Provision of Common Effluent Treatment Plant 95 3.6.4 Disposal of Sewage Effluent and Surface Storm Water of IE Rai, Sec 38 & 39 97 3.6.5 Recirculation Scheme of treated wastewater in IE, Rai 97 3.7 Land Environment 99-105 3.7.1 Land Environment of Sonepat : Geography & Geology 99 3.7.2 Landuse in the Project Area 100 3.7.3 Soil Quality of the Project Area & Vicinity 102 3.8 Socio-Economic Environment 106-114 3.8.1 Context of Socio-economic Environment 106 3.8.2 Baseline Information 106 3.8.3 Demographic Structure 1063.8.4 Amenities available in the study area: 111 3.8.5 Development of Socio-economic Index 112 3.9 Biological Environment 115-121 3.9.1 Context of Biological Environment 115 3.9.2 Forest Resources of Haryana 115 3.9.3 Biological Impact Assessment 116 3.9.4 Diversification of Species in District 117 3.9.5 Injuries to crops is liable to natural agencies like draught & frost 117 3.9.6 Terrestrial Flora 117 3.9.7 Cultural Plant Communities 1203.9.8 Terrestrial Fauna 121



Section Description Page 3.10 Traffic Study 122-125 3.10.1 Selection of Monitoring Locations: 122 3.10.2 Methodology for Traffic Density Survey 122 3.10.3 Data Interpretation of Traffic Density Survey 1224.0 Anticipated Environmental Impacts 126-141 4.1 Context of EIA 126 4.1.1 Impact Analysis 126 4.1.2 Approach to the Impact Analysis 127 4.1.3 Impacts on Ambient Air Environment 127 4.1.4 Impacts on Ambient Noise Environment 128 4.1.5 Impacts on Water Environment 129 4.1.6 Impacts Due to Wastewater Generation 130 4.1.7 Impacts on Land Environment 130 4.1.8 Solid Wastes Generation and Disposal 1314.1.9 Impacts on the Drainage 133 4.1.10 Impacts on Socio-economic Environment 134 4.1.11 Impacts on Energy 135 4.1.12 Impacts on Biological Environment 136 4.2 Statement of Environmental Impacts 136 4.0(a) Construction Noise and Vibration Management plan(CNVMP) 142-160 4.0(a).1 CNVNP Management Objectives 142 4.0(a).2 Basic Noise Mitigation Measures 144 4.0(a).2 .1 Advanced Noise Mitigation Measures 145 4.0(a).3 Vibration procedure 146 4.0(a).3.1 Vibration level targets 146 4.0(a).3.2 Establishing the expected vibration levels and risk of damage 147 4.0(a). 4 Typical Noise Levels from Construction Activities 1484.0(a). 5 Typical Vibration Levels from Construction Activities 149 4.0(a). 6 Potential Construction Noise and Vibration Impacts 151 4.0(a). 7 Construction Hours 152 4.0(a). 8 Receiver Areas 152 4.0(a). 9 Construction Vibration Criteria 153 4.0(a). 10 Construction Noise and Vibration Management and Control 153 4.0(a). 11 Compliance with rapid-EIA recommendations 154 4.0(a). 11.1 Construction Noise Monitoring 154 4.0(a). 12 Vibrations 156 4.0(a). 13 Revision, Control and Amendment of this CNVMP 1574.0(a). 14 Classification Ranges for Machines 158 4.0(a). 15 Continuous Vibration Monitoring Equipment 160 4.0(a). 16 Noise Monitoring Equipment 160 4.0(b) Public Consultation 161-167 4.0(b) 1 Purpose of Public Consultation 161 4.0(b) 2 Proceedings and response given by PP 162 4.0(b) 3 Proceedings of Public Hearing 162 4.0(b) 4 The Project Consultant welcomed all participants and describe the salient features of project 163 5. Environmental Management Plan including Mitigation Measures, Environmental Monitoring

Program and Project Benefits 168-229

5.1 The Objective & Scope for EMP 168 5.2 Environment Management Plan for Proposed Project 168 5.3 Impact Mitigation during Construction Phase 169 5.3.1 Air Quality Management 169 5.3.2 Noise Level Management 1705.3.3 Water Resource Management 171 5.3.4 Land Environment Management 172 5.3.5 Land Use Pattern and Ecology Management 173 5.3.6 Traffic Movement Management 173 5.3.7 Socio-economic Environment Management 173 5.3.8 Construction Workers Health & Safety Plan 174 5.4 Impact Mitigation during Operational Phase 175 5.4.1 Air Quality Management 175 5.4.2 Noise Level Management 176 5.4.3 Land Environment Management Plan 177



Section Description .4.4 Green Belt Development Plan 178 5.4.5 Water Environment Management 186 5.4.6 Wastewater Management 189 5.4.7 Rain Water Harvesting 1995.4.8 Provision of Road development & parking for Industrial Estate, Rai at Sector 38 & 39 200 5.4.9 Energy Management for proposed Industrial Estate, Rai at Sector 38 & 39 203 5.4.10 Rehabilitation and Resettlement (R&R) Plan 209 5.5 Management Plan for Handling Emergencies 211 5.5.1 Fire Fighting Mearsures 211 5.5.2 Electrical Safety 218 5.6 Post-Project Monitoring 227 5.7 Environmental Management Plan (EMP) Benefits 229 5.8 Project Benefits 229 6. Disclosure of Consultants Engaged 230-232 Annexure-A Land acquisition Document (Govt. Notification) A Annexure-B List of villages in study Area B Annexure-C Layout Plans of project site C List of Abbreviations



List of Tables

Table No. Description Page Table-1.2 (a) Area statement of proposed project of sector 38 3 Table-1.2 (b) Area statement of proposed project of sector 39 3 Table-1.2 (c) Combined area statement of proposed project of sector 38 & 39 3 Table-1.3 (a) Criteria for environmental clearance 6 Table-2.2 (a) Details of plots of sector 38 for proposed project 13 Table-2.2 (b) Details of plots of sector 39 for proposed project 14 Table-2.4 (a) Abstract cost of proposed IE of Sector 38, Rai 18 Table-2.4 (b) Abstract cost of proposed IE of Sector 39, Rai 18 Table-3.2 (a) Description of AAQ monitoring stations in the project area 23 Table-3.2 (b) Statistical Analysis of SPM Monitoring Data in Ambient Air 25 Table-3.2 (c) Statistical Analysis of PM10 Monitoring Data in Ambient Air 26 Table-3.2 (d) Statistical Analysis of SO2 Monitoring Data in Ambient Air 27 Table-3.2 (e) Statistical Analysis of NOx Monitoring Data in Ambient Air 27 Table-3.2 (f) Statistical Analysis of CO Monitoring Data in Ambient Air 28 Table-3.2 (g) Statistical Analysis of Hydrocarbon Monitoring Data in Ambient Air 29 Table-3.2 (h) SPM, PM10, NO2 & SO2 data at AAQ-1 30 Table-3.2 (i) SPM, PM10, NO2 & SO2 data at AAQ-2 30 Table-3.2 (j) SPM, PM10, NO2 & SO2 data at AAQ-3 31 Table-3.2 (k) SPM, PM10, NO2 & SO2 data at AAQ-4 31 Table-3.2 (l) SPM, PM10, NO2 & SO2 data at AAQ-5 32 Table-3.2 (m) SPM, PM10, NO2 & SO2 data at AAQ-6 32 Table-3.2 (n) SPM, PM10, NO2 & SO2 data at AAQ-7 33Table-3.2 (o) AAQ data of Carbon monoxide 33-34Table-3.2(p) Additional AAQ monitoring (as per the directions of SEAC) 36 Table-3.2(q) Additional AAQ monitoring (as per the directions of SEAC) 36 Table-3.3 (a) Meteorological Scenario in the region 54 Table-3.3 (b) Meteorological Scenario in the vicinity of proposed project site (Daily Mean Max/Min

Temperature, RH & WS) 54-55

Table-3.3 (c) Micrometeorological data 57-72 Table-3.4 (a) Noise Level Criteria 73 Table-3.4 (b) Description of study area for Ambient Noise Level Monitoring 73 Table-3.4 (c) Analysis of Ambient Noise Level data 74 Table-3.4 (d) Hourly Ambient Noise Level Data of Project Site 76 Table-3.5 (a) Ground Water Quantity in Sonepat 77 Table-3.5 (a-2) Criteria for categorization of assessment units 78 Table-3.5 (b) Water generation in proposed project area of sector 38 & 39 78 Table-3.5 (c) Water demand in proposed area of sector 38 79 Table-3.5 (d) Water demand in proposed area of sector 39 79 Table-3.5 (e) Construction volume of UGT tank/OHSR 79 Table-3.5 (f) Description of water sources selected for the study 80 Table-3.5 (g) Physical properties of water 82 Table-3.5 (h) Inorganic non-metallic properties in surface water 83 Table-3.5 (i) Toxic metals in water 84 Table-3.5 (j) Iron, Phenolic Substances, Cyanide, Anionic Detergents, Mineral Oil, Aluminum &

Boron in ground water 85

Table-3.5 (k) Pollution Indicators of Water 86Table-3.5 (l) Microbiological Quality of Water 86Table-3.5 (m) Detailed Analysis Results of water (GW-1, GW-2 , GW-3 and GW-4) 86-87 Table-3.5 (n) Detailed Analysis Results of water (GW-5, GW-6, GW-7, GW-8 and SW-1) 87-88 Table-3.5 (o) CPCB data wrt water quality of river Yamuna at Sonepat (2005) 89 Table-3.6 (a) Design parameters for wastewater collection network 92-93 Table-3.6 (b) Characteristics of composite untreated effluent 96-97



Table No. Description Page Table-3.6 (c) Effluent discharge criteria 97 Table-3.7 (a) Landuse in 10 km buffer zone of the Project Area 101 Table-3.7 (b) Description of Soil Quality Sampling Locations for the Study 102 Table-3.7 (c) Available nutrients in Soil in the study area 104 Table-3.7 (d) Soil Quality Rating for available nutrients & organic carbon 104 Table-3.7 (e) Soil Quality Results in Project Area (SQ-1 to SQ-7) 105 Table-3.8 (a) Population profile in the study area 107 Table-3.8 (b) Sex Ratio in the study area 108 Table-3.8 (c) Trend of SC/ST population in the study area 108 Table-3.8 (d) Trend of Literacy Rate (LR) in the study area 108 Table-3.8 (e) Population Density in the project area 109 Table-3.8 (f) Trend of WPR in the study area 110 Table- 3.8 (g) Occupation Structure in the Project Area 111 Table-3.8 (h) Scale for Socio-economic Index Development (Population Density & Sex Ratio) 113 Table-3.8 (i) Scale for Socio-economic Index Development (Literacy Rate, Amenities & WPR) 113 Table-3.8 (j) Socio-economic Index Matrix 113-114 Table-3.8 (k) Socio-economic Index in the Project Area 114 Table-3.9 (a) Forest cover in district & state 116 Table -3.9 (b) Terrestrial Flora in Study Area 117-120 Table -3.9 (c) Food crops 120 Table -3.9 (d) Garden Plants 120 Table -3.9 (e) Fruit trees 120 Table -3.9 (f) List of terrestrial fauna of the study area 121 Table -3.9 (g) List of Avifauna of the Study Area 121 Table-3.10 (a) Criteria for computation of equivalent PCU 123 Table-3.10 (b) PCUs at TM-1 & TM-2 124 Table-3.10 (c) Traffic Monitoring at station TM-1 124-125 Table-3.10 (d) Traffic Monitoring at station TM-2 125 Table-4.1 (a) Water demand in proposed area of sector 38 129 Table-4.1 (b) Water demand in proposed area of sector 39 129 Table-4.1 (c) Load estimation for proposed project of sector 38 & 39 135 Table-4.2 (a) Baseline AAQ data at Core & Buffer Zones of Proposed Project Site 137 Table 4.0(a).3.(A) Vibration Level Targets - Damage to Structures 146 Table 4.0(a).3.(B) Vibration Level Targets - Damage to Underground Pipe work (built to modern standards) 147 Table 4.0(a). 4(A) Typical Noise Levels from Construction Activities 148-149 Table 4.0(a). 5(A) Typical Vibration Levels from Construction Activities 149-150 Table 4.0(a). 5(B) Vertical Vibration Levels with "Low Probability of Adverse Comment" 8Hz to 80Hz 151Table 4.0(a). 5(C) Recommended Safe Working Distance for Vibration Intensive Plant 151Table 4.0(a). 8(A) Residential Receivers 152 Table 4.0(a). 8(B) Industrial Receivers 153 Table 4.0(a). 9(A) Vibration Velocity Damage and Annoyance Risk Criteria, (mm/s) 154 Table:4.0(a). 13(A) Air blast overpressure criteria 157 Table 4.0(a). 13(B) Peak particle velocity criteria 158Table 4.0(a). 14(A) classification ranges for machines 158Table 4.0(a). 14(B) Ground Vibration Effects Summary (David Siskind, 2000: Vibration from Blasting

International Society of Explosives Engineers) 158-159

Table 4.0(a). 14(C) Guideline Values of Vibration Velocity, vi, for Evaluating the Effects of Short-term Vibration. Source: DIN4150:

159

Table 4.0(a). 14(D) DGMS prescribed permissible limit of ground vibration (INDIA) 159-160 Table 4.0(a). 15(A) Vibration Monitor Primary Specifications 160 Table-5.4 (a) General abstract of cost for providing water supply scheme for Industrial Estate at Rai 186 Table-5.4 (b) Characteristics of composite untreated effluent 190 Table-5.4 (c) Effluent discharge criteria 190 Table-5.6 (d) Post-project Monitoring Schedule 228



List of Figures

Figure No. Description Page Figure-1 Map of Haryana 2 Figure-2 Map of Sonipat District 2 Figure-3 SOI toposheet of area under 10 Km radius from HSIIDC study area 19 Figure-4 Satellite image of area under 10 KM radius from HSIIDC 23 Figure-5 Wind rose diagram (24-hourly) for the period of Jan-Feb’2009 48 Figure-6 Wind rose diagram (24-hourly) for the period of Feb-March’2009 50 Figure-7 Wind rose diagram (24-hourly) for the period of March-April’2009 52 Figure-8 Wind rose diagram (24-hourly) for the period of Jan-April’2009 53 Figure-9 Landuse pattern in the project area 102 Figure-10 Trend of sex ratio in the project area 107 Figure-11 Trend of literacy rate in the project area 109 Figure-12 Trend of work participation rate in the project area 110 Figure-13 Traffic density hourly variation 123 Figure-14 The particle velocity (m/s) as a function of rock covers (in m) 156 Figure-15 Copy of Public Hearing Notice published in TOI 161 Figure-16 Layout showing green belt of sector-38 184 Figure-16(A) Layout showing plantation of Tree and Shrub 184 Figure-17 Layout showing green belt of sector-39 185 Figure-18 Layout showing water supply zones sector -38 187 Figure-19 Layout showing water supply zones sector -39 188 Figure-20 Schematic Flow Diagram of Proposed Common Effluent Treatment Plant (CETP 191-192 Figure-21 Water Balance Diagram for Sector 38 and Sector 39 of Rai 193 Figure-22 Storm Water Drainage Layout for Phase-II Industrial Estate at Rai of Sector 38 194 Figure-23 Storm Water Drainage Layout for Phase-II Industrial Estate at Rai of Sector 39 195 Figure-24 Sewerage Network layout of Sector 38 196 Figure-25 Sewerage Network layout of Sector 39 197 Figure-26 CETP Layout for Phase-II Industrial Estate at Rai of Sector 38 and Sector 39 198 Figure-27 Rooftop Rain Water Harvesting system technique 199 Figure-28 Road Network Layout of Sector 38 201 Figure-29 Road Network Layout of Sector 39 202 Figure-30 R & R Plan Layout of Sector -39 210 Figure-31 Master plan for Sec-38 & Sec-39, Phase-2 Annexure C-1

Figure-32 Cross section of roads of 30 mtr./24mtr.wide road Annexure C-2

Figure-33 Plan for recirculation treated waste water for Sec-38, Phase-2 Annexure C-3

Figure-34 Plan of recirculation system for Sec-39, Phase-2 Annexure C-4



List of Abbreviations AAQ : Ambient Air Quality ANL : Ambient Noise Level APHA : American Public Health AssociationAQI : Air Quality Index AWWA : American Water Works Association BOD : Bio-chemical Oxygen DemandCFL : Compact Fluoroscent Lamp CGWB : Central Ground Water Board CO : Carbon Monoxide COD : Chemical Oxygen Demand CPCB : Central Pollution Control Board CPHEEO : Central Public Health & Environmental Engineering Organisation EIA : Environmental Impact Assessment EC : Environmental clearance ECBC : Energy Conservation Building Code EMP : Environmental Management Plan ENE : East North East EPZ : Export Processing Zones ESE : East South East ESE : East South EastESI : Employee State Insurance ETP : Effluent Treatment Plant GW : Ground WaterHPSV : High Pressure Sodium Vapour HMV : Heavy Motor Vehicle HSIIDC : Haryana State Industrial and Infrastructure Development Corporation Ltd HVPN : Haryana Vidyut Prasaran Nigam IE : Industrial Estate IMD : Indian Meteorological Department IRC : Indian Road Congress KLD : Kilo litre per day LED : Light Emitting DiodeLMV : Light Motor Vehicle LPD : Lighting Power Density LPSV : Light Pressure Sodium Vapourlpcd : litre per capita per day MSHA : Mine Safety and Health Act mg/kg : milligram per kilogram mg/l : milligram per litre mg/m3 : milligram per cubic metre NIOSH : National Institute for Occupational Safety and Health µg/kg : microgram per kilogram µg/m3 : microgram per cubic metre MCF : Municipal Corporation of Faridabad MLD : Million Litres per Day MoEF : Ministry of Environment & Forests MORTH : Ministry of Road Transport & Highways MRTS : Mass Rapid Transport System



MSW : Municipal Solid Wastes NAAQS : National Ambient Air Quality StandardsNBC : National Building Code NCT : National Capital Territory NGO : Non-government OrganisationNHAI : National Highways Authority of India NIOSH : National Institute for Occupational Safety and Health NNE : North North EastNNW : North North West NOx : Oxides of Nitrogen NTPC : National Thermal Power Corporation NW : North West NW : North West PCU : Passenger Car Units PPMP : Post Project Monitoring Plan PWD : Public Works Department RAS : Return Activated Sludge R&R : Rehabilitation and Resettlement r/f : Rainfall RH : Relative Humidity RSPM : Respirable Suspended Particulate Matter SEIAA : State Environment Impact Assessment AuthoritySLF : Sanitary Landfills SO2 : Sulphur Dioxide SPM : Suspended Particulate Matter SPCB : State Pollution Control Board SQ : Soil Quality SRI : Shriram Institute for Industrial ResearchSSE : South South East SSW : South South West STP : Sewage Treatment PlantSW : South West; Surface Water THC : Total Hydrocarbon TPD : Tonnes per DayTSS : Total Suspended Solids UT : Union Territory WEF : Water Environment FederationWNE : West North East WNW : West North West WPR : Work Participation Rate WQ : Water Quality WS : Wind Speed WSW : West South West



1.0 Introduction



2.0 General Project Description



3.0 Description of the Environment



4.0 Anticipated Environmental Impacts



4.0 (a) Construction Noise and Vibration Management Plan (CNVMP)



4.0 (b) Public Consultation



5.0 Environmental Management Plan including Mitigation Measures, Environmental Monitoring

Program and Project Benefits



6.0 Disclosure of Consultants Engaged



Annexure-A: Land Acquisition Documents (Govt. Notification)



Annexure-B: List of Villages in Study Area



Annexure-C: Layout Plans of project site

Project Title : Rapid EIA Study for Development of Industrial Estate of HSIIDC at Rai Project No. : No. 21-1046/2007-IA.III, Dated June 20, 2008 Contract No. : HSIIDC: IA:2007:959 dt.10.05.2007 Page 1 of 232


1.0

1.0 INTRODUCTION 1.1 Purpose of the Report The purpose of EIA/ EMP report is to reduce or/ minimize undesirable or negative impacts and to enhance the positive impacts due to the project activities based on the conductance of EIA study by analysing various environmental issues related to the proposed project activities. Every anthropogenic activity has some impact on the environment. There is a need to harmonies developmental activities with the environmental concerns, so that relevant environmental issues could be addressed in consonance with the development. Environmental Impact Assessment (EIA) is one of the tools available with the planners to achieve the above-mentioned goal. It is desirable to ensure that the development options under consideration shall be sustainable. In doing so, environmental consequences must be characterised early in the project cycle and shall account for the project design. The objective of EIA is, thus, to foresee the potential environmental impacts that would arise out of a proposed development and address them in the project's planning and design stage. The EIA process should then allow for the communication of this information to: (a) The project proponent;

(b) The regulatory agencies; and,

(c) All stakeholders and interest groups.

EIA integrates the environmental concerns in the developmental activities right at the time of initiating for preparing the feasibility report. In doing so it can enable the integration of environmental concerns and mitigation measures in project development. Hence, major aims of EIA are: ♦ The preparation of an Environmental Management Plan (EMP) to suggest appropriate

mitigative measures to reduce adverse impacts, if any, with regard to the proposed development in accordance with relevant guidelines and in a manner acceptable to the Regulatory Agencies.

♦ All necessary reports/ documents to get the environmental clearance for the project as per

the regulatory agencies. 1.2 Identification of Project and Project Proponent Haryana State Industrial and Infrastructure Development Corporation Limited (HSIIDC) is the Project Proponent for the proposed project. In line with the Industrial Policy announced by the Government of Haryana, HSIIDC has decided to develop a new Industrial Estate (IE) at Rai. This IE is going to be developed as an industrial hub including integrated sites for Industrial, Commercial & Institutional areas along with adjoining residential area for operational convenience & promoting walk-to-work culture. This industrial Estate will be developed in 751 acres (304 ha) of phase II of sectors 38 and 39 of Rai at the estimated cost of 1200 crores.



1.0

Figure-1: Map of Haryana

Figure-2: Map of Sonipat district

Table-1.2 (a) Area statement of proposed project of Sector 38



1.0

Schedule of area Area in acre 1. Total Area under scheme 364.82 2. Area to be planned later 9.01 3. Area released by Hon’ble court 2.71 4. Area under KMP expressway 14.94 5. Area under 100m wide green belt along expressway 46.72 6. Net area planned 291.44 7. Area under industrial plots 146.14 8. Area reserved for commercial 6.80 9. Area reserved for R&R 13.85 10. Area reserved for parking 22.32 11. Area under open spaces, road and undetermined uses 78.68 12. Area under misc. sites like CETP, Dispensary, Labour chowk, Labour house,

etc. 23.65

Table-1.2 (b) Area statement of proposed project of Sector 39

Sl. No

Schedule of area Area in acre

1. Total Area under scheme 386.22 2. Area to be planned later 17.59 3. Net area planned including KMP 368.63 4. Area under KMP expressway 49.90 5. Area under industrial plots 119.23 6. Area reserved for commercial and public buildings 15.47 7. Area reserved for institutional 19.52 8. Area reserved for convenience shopping 3.09 9. Area under R &R policy 14.39 10. Area reserved for utilities(Auto mall, police post, sub-station and memorial

trust) 25.62

11. Area under parking and multi-level parking 10.58 12. Area under solid waste disposal and public utility 2.17 13. Area under open spaces, roads and green belt etc. 108.66

Table-1.2 (c): Combined Area statement of proposed project of Sector 38 (Ph-II) and 39 Total Area under Scheme: 364.82 (Sec-38) + 386.22(sec-39) = 751.04 acres or 303.935≈303.4 ha

• Conversion factor 1 acre = 0.405 ha

Type of Industries to come up in proposed Industrial Estate at Rai The project envisages the establishment of mainly pollution free industries based on advanced technologies. The spectrum of industries, which are expected to come up in the proposed industrial estate at Rai, would comprise of following type: ♦ Food Park ♦ Automobile



1.0

♦ General Engineering ♦ Gems and Jewelry ♦ Auxiliary Industries 1.3 Regulatory Framework The principal Environmental Regulatory Agency in India is the Ministry of Environment and Forests (MoEF), New Delhi. MoEF formulates environmental policies and accords environmental clearances for the projects. Many State and Central legislation have a bearing on environmental issues but laws on "environment protection" have been notified from time to time. These laws can be broadly classified in terms of focus areas viz. ♦ Control of Pollution; ♦ Preservation of Natural Resources; and ♦ Linkage between pollution and natural resources aiming to balance “Supportive Capacity” and

“Assimilative Capacity” of land to achieve “Sustainable Development”. 1.3.1 Key Environmental Legislation in India The key environmental legislation in India includes following:

♦ The Environment (Protection) Act, 1986 and Environment (Protection) Rules and

Notifications issued there under including the Public Hearing Gazette Notification of 10th

April, 1997;

♦ Environmental Guidelines for siting of Industries, 1985 and Environmental Impact

Assessment (EIA) of development projects: Background Note, February 1989, MoEF;

♦ The Ministry of Environment and Forests (MoEF), Notification on Environmental Impact

Assessment (EIA) of development projects dated 27th January, 1994 (as amended on 4th

May 1994);

♦ The Air (Prevention and Control of Pollution) Act, 1981, as amended to date;

♦ The Air (Prevention and Control of Pollution) Rules, 1981, as amended to date;

♦ The Water (Prevention & Control of Pollution) Act, 1974 as amended to date;

♦ The Water (Prevention & Control of Pollution) Rules, 1975 as amended to date;

♦ The Water (Prevention and Control of Pollution) (Procedure for Transaction of Business)

Rules, 1975;

♦ The Water (Prevention and Control of Pollution) Cess Act, 1977 as amended to date;

♦ The Water (Prevention and Control of Pollution) Cess Rules, 1978 as amended to date;

♦ The Public Liability Insurance Act, 1991 and the Public Liability Insurance Rules, 1991;

♦ The Forest (Conservation) Act, 1980;



1.0

♦ The Forest (Conservation) Rules, 1981, later Amendments, Notifications and Guidelines

issued there under;

♦ The Factories Act, 1948 (As amended by Act 20 of 1987);

♦ The Manufacture, Storage and Import of Hazardous Chemicals Rules, 1989 (Amended in

2000);

♦ The Hazardous Wastes (Management and Handling) Rules, 1989 as amended to date;

♦ The Chemical Accidents (Emergency Planning, Preparedness and Response) Rules, 1996;

♦ The Noise Pollution (Regulation and Control) Rules, 2000; and

♦ S.O. 1533(E), [14/09/2006] - Environmental Impact Assessment Notification-2006.

The MoEF is the nodal agency and sets policy and standards for the protection of environment along with Central Pollution Control Board (CPCB). This includes air, noise, water, hazardous waste and hazardous chemicals standards. 1.3.2 Indian Policies Requiring EIA The environmental impact assessment in India was started in 1976-77 just to examine the river-valley projects from environmental angle. This was subsequently extended to cover those projects, which required approval of the Public Investment Board. These were administrative decisions, and lacked the legislative support. The Government of India enacted the Environment (Protection) Act on 23rd May 1986. To achieve the objectives of the Act, one of the decisions that were taken, was to make environmental impact assessment statutory. After following the legal procedure, a notification was issued on 27th January 1994 and subsequently amended on 4th

May 1994, 10th April 1997 and 27th January 2000 (Annex 1) making environmental impact assessment statutory for 30 activities. This is the principal piece of legislation governing environmental impact assessment. Besides this, the Government of India under Environment (Protection) Act 1986 issued a number of other notifications, which are related to environmental impact assessment. List of projects or activities requiring prior Environmental Clearance are revised in the notification of the Ministry of Environment and Forest, dated September 14, 2006. 1.3.3 Requirements of prior Environmental Clearance (EC): The projects or activities requiring prior environmental clearance from the concerned regulatory authority, to be as the Central Government in the Ministry of Environment and Forests for matters falling under Category ‘A’ in the Schedule and at State level the State Environment Impact Assessment Authority (SEIAA) for matters falling under Category ‘B’ in the said Schedule, before any construction work, or preparation of land by the project management except for securing the land, is started on the project or activity: (a) All new projects or activities listed in the Schedule to this notification; (b) Expansion and modernization of existing projects or activities listed in the Schedule to

this notification with addition of capacity beyond the limits specified for the concerned sector, that is, projects or activities which cross the threshold limits given in the Schedule, after expansion or modernization;



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(c) Any change in product-mix in an existing manufacturing unit included in Schedule beyond the specified range.

(d) The area of proposed project is 343 ha and does not contain any A & B category industries. According to the MoEF notification the proposed area less than 500 ha hence, does not required Environment Clearance. However, the project contains several industrial plots and construction projects, which will be more than 50000 m2 .Therefore; the said project is screened and eligible for appraisal under category B at state level.

Table-1.3 (a) Criteria for environmental clearance

(As per MoEF Notification S.O. 195(E), dated 19th January, 2009 amendment of EIA notification 2006)

Project or Activity Category with threshold limit

Conditions, if any

A B

7 (c)

Industrial estates/ parks/ complexes/ areas, Export Processing Zones (EPZs), Special Economic Zones (SEZs), Biotech Parks, Leather Complexes

If at least one industry in the proposed industrial estate falls under the Category A, entire industrial area shall be treated as Category A, irrespective of the area. Industrial estates with area greater than 500 ha and housing at least one Category B industry.

Industrial estates housing at least one Category B industry and area less than 500 ha. Industrial estates of area > 500 ha and not housing any industry belonging to Category A or B

General and Special condition shall apply Note: Industrial estate of area below 500 ha and not housing any industry of category A or B does not require clearance. If the area is less than 500 ha but contains building and construction projects > 50,000 sq.m. and or development area more than 100 ha it will be treated as activity 8(a) or 8 (b) as the case may be.

Screening of the project The area of proposed project is 304 ha and does not contain any A & B category industries. According to the MoEF notification the proposed area less than 500 ha hence, does not required Environment Clearance. However, the project contains several industrial plots and construction projects, which will be more than 50000 m2. General conditions: GC (General Condition) is applicable with respect to project area falling within 10 km radius with Delhi Haryana Interstate Boundary. Hence recommended to MoEF by SEAC for appraisal under category “A”. Refer to Toposheet (Scale-1.275cm = 1km) 1.3.4 NCR board: The proposed area to be developed as IE comes under The national Capital Region Planning Act, Rules 1985. The four constituent Sub-Regions of NCR are given below: 1. The Haryana Sub-Region comprises of nine districts, that is, Faridabad, Gurgaon, Mewat,

Rohtak, Sonepat, Rewari, Jhajjhar, Panipat and Palwal together constituting about 40% (13,413 sq. kms.) of the Region;

2. The Uttar Pradesh Sub-Region comprises of five districts, that is, Meerut, Ghaziabad, Gautam Budha Nagar, Bulandshahr, and Baghpat together constituting about 32% ( 10,853 sq. kms.) of the Region;

3. The Rajasthan Sub-Region comprises of Alwar district constituting about 23% (7,829 sq. kms.) of the Region ; &

4. The NCT of Delhi constituting about 5% (1,483 sq. kms.) of the Region.



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1.4 Approved TOR from MOEF

No. 21-1046/2007-IA.III Government of India

Ministry of Environment & Forests (IA Division)

Paryavaran Bhavan, C.G.O. Complex, Lodi Road,

New Delhi-110003. Dated: June 20, 2008

To M/s Haryana State Industrial & Infrastructure Development Corporation C-13/14, Sec-6, Panchkula Haryana Sub: TOR for EIA for development of Industrial Estates of HSIIDC at Sector no. 38 & 39, Rai, Sonepat, Haryana Dear Sirs, The undersigned is directed to refer to your communication no. HSIIDC/IA/R/08/2335 dated March 26, 2008 regarding the subject mentioned above. 2. The proposal is for development of industrial Estates of HSIIDC at Sector no. 38 & 39 Rai, Sonepat, Haryana at a cost of Rs. 600.0 crore. The total plot area is 450 acres (180 ha). The total water requirement is 8,100 KLD. The land will be prepared for establishment of industries based on advanced technologies Viz. paints, technological park, automobile, general engineering and gems & jewelry. Apart from it, common facilities for transport, communication, drainage system, water & wastewater facilities, solid waste disposal system, sewage treatment plant, hazardous waste management, rain water harvesting etc. will be provided. 3. The Expert Appraisal Committee for environmental appraisal of Construction projects and industrial estates considered the project during in its 27th and 30th meetings held in February 28-29, and May 23-24, 2008 respectively. Based on the consideration of the documents submitted and the presentation made by the project proponent, the Committee prescribed the Terms of Reference (TORs) for preparing EIA report for the above-mentioned project as per enclosed annexure. 4. After preparing the EIA (as per the generic structure prescribed in Appendix-III of the EIA Notification, 2006) covering the above mentioned issues, the proponent will take further necessary action for obtaining environmental clearance in accordance with the procedure prescribed under the EIA Notification, 2006.

(K. C. RATHORE) Additional Director (IA)

Copy to:

1. The Secretary, Department of Environment, Government of Haryana, Secretariat Building, Panchkula, Haryana.

2. The Member Secretary, Haryana Pollution Control Board, Panchkula, Haryana. 3. The CCF, Regional Office, Ministry of Environment & Forests, Chandigarh. 4. IA - Division, MOEF, Paryavaran Bhawan, CGO Complex, New Delhi. 5. Guard file

(K.C. RATHORE) Additional Director (IA)



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Annexure

Terms of Reference (TOR) for Environmental Impact Assessment The approved TOR for the Rapid Environmental Impact Assessment (REIA) study of the proposed development of industrial Estates at Rai, Sonepat, Haryana is given below: 1. The study area should cover an area of 10 Km radius around the proposed site. 2. Location of any National Park, Sanctuary, Elephant / Tiger Reserve (existing as well as proposed), migratory

routes, if any, within 10 km of the project site shall be specified and marked on the map duly authenticated by the Chief Wildlife Warden.

3. Land requirement for the project to be optimized. Unit Item wise break up of land requirement and its availability to be furnished including for STP/CETP secured landfill site etc.

4. Provide comprehensive details of the following: a. planned activities, b. support facilities, c. environmental management utilities

i. drainage system ii. water conservation measures iii. sewage treatment iv. effluent treatment v. solid waste management vi. effluent recycling and discharge vii. hazardous waste management & handling, disposal viii. landscape development ix. energy conservation measures x. odor management

d. project layout, e. site location maps, f. logistic hub/ parking details g. transportation facilities, h. residential and other community facilities etc. i. overall carrying capacity of the environment.

5. Detailed description of the existing environmental conditions shall be provided covering physical, biological and socio-economic attributes.

a. A detailed description of the existing land use (supported by satellite imagery), soil characteristics/ geology in the study area shall be covered in it. Special emphasis shall be placed on drainage patterns.

b. The soil of the area shall be tested from 5 - 6 locations in the project area. c. Water quality (ground/surface) and Wastewater Quality study at project area (8 sources). Sampling

frequency: Grab (once during the study period); Test Parameters: pH, temperature, turbidity, hardness, Ca, Mg, Cl, SO4, NO3, F, Na, K, Alkalinity, T-N, T-P, DO, BOD, COD, Phenol, Heavy/ Toxic Metals(Pb, Cd, Zn, Cu, Cr, As, Hg, Se), Total Coliform.

d. Water quality of nearby River, if any, Source of water supply and nearby water ponds shall be analyzed.

e. Climatic conditions of the study area shall be monitored for hourly wind speed, wind direction, relative humidity, ambient dry and wet bulb temperatures and precipitation.

f. Ambient air quality in the study area would be monitored at 6 locations on twice a week for 12 weeks (one season) for SPM, RSPM, SO2, HC, CO, NOx. One complete season AAQ data (except monsoon) to be given along with the dates of monitoring. The location of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors including reserved forests. There should be at least one monitoring station in the upwind direction.

g. Impact of the project on the AAQ of the area. Details of the model used and the input data used for modelling should also be provided. The air quality contours may be plotted on a location map showing the location of project site, habitation nearby, sensitive receptors, if any. The wind roses should also be shown on this map.

h. Noise levels at site and ambient noise levels in the nearby villages, National Highway and State Highway as well as project site shall be monitored to set up baseline noise levels. For this, noise level



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monitoring shall be conducted during day and nighttime. Traffic density and noise at the connecting road to State Highway.

i. Identification of existing potential sources of pollution like industries in the study area. j. Examine the feasibility of zero discharge. In case of any proposed discharge, its quantity, quality and

point of discharge, users downstream etc. should be provided. k. Identification of available facilities for solid waste management near the project location. l. Identification of municipal solid waste disposal facilities in the nearby area. m. Details of existing water supply, rail and road networks. n. Availability of water, power, and other raw material etc. and their actual demands, vis a vis

constraints. Commitment regarding availability of requisite quantity of water from the competent authority.

o. A detailed description of the flora and fauna (terrestrial and aquatic) of the area shall be given in the environmental assessment report.

p. Present and projected population; present and proposed land use; planned development activities, issues relating to squatting and relocation, community structure, employment, distribution of income, goods and services; recreation; public health and safety; cultural peculiarities, aspirations and attitudes shall be explored in study.

q. The historical importance of the area shall also be examined in the study. While this analysis is being conducted, it is expected that an assessment of public perception of the proposed development be conducted.

r. Details regarding availability of social infrastructure and future projections, details of facilities such as sanitation, fuel, restroom etc. to be provided to the labour force during construction as well as to the casual workers including truck drivers during operation phase.

6. Environmental condition scenarios shall be developed based on industrial activities and pollution potentials. 7. Two different kinds of scenarios shall be studied to work out techno-economically feasible model of the R&R

policy of the State. 8. Each industrial activity shall be defined with respect to its manufacturing process, product, material balance,

waste generation, treatment and its disposal. 9. The mass balance for each type of industry giving material in and out etc. shall be taken into account. Planning

of industries with respect to flow of goods and services in sequential order and workout production figures with respect to utilization of automatic and labour intensive technology.

10. Cumulative impact on regional supportive capacity shall be studied in terms of population density, water supply, sewerage, storm water drainage, power supply, educational facilities, medical facilities, public transport, traffic, housing for EWS, and communities facilities etc.

11. All kind of resources both renewable and non-renewable shall be taken into account 12. The environmental impacts shall be identified for construction and operation stages of the project. 13. Major environmental issues of concern shall be discussed in the environmental assessment report. Identified

potential impacts could be: a. Air Pollution due to industrial, construction activities & transportation of goods and material b. Change in drainage pattern c. Change in landscape d. Water Pollution due to industrial and domestic wastewater e. Pollution of potable, surface, groundwater water bodies f. Increase in Noise Levels g. Generation of Solid & Hazardous Waste h. Socio-economic and cultural impacts i. Impact on Flora & Fauna j. Odor problem due to industrial activity

14. The impacts shall be distinguished between significant positive and negative impacts, direct and indirect impacts.

15. Project activities and impacts shall be represented in matrix form with separate matrices for pre and post mitigation scenarios.

16. Measures shall be prepared for avoiding, as far as possible, any adverse impacts due to proposed development. 17. Identification of the industries, which should be avoided in the industrial estate. 18. An Environmental Management Plan (EMP), specifying stage of implementation, time frame, responsibility

and resources shall also be prepared along with basic designs drawings, cost estimates and implementation logistics for environmentally balanced industrial complexes, rain water harvesting, waste water recycling, site flooding mitigation plan, landscaping and green belt, use of eco friendly building material, use of solar energy for streetlights, use of wind/ biomass as resource, energy conservation as per ECBS norms, fire prevention & control plan and traffic management plan.



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19. An outline-monitoring programme for construction and operation stage shall also be developed. 20. The monitoring programme shall include the parameters to be monitored with frequency, locations and

reporting. 21. A detailed environmental budget and green belt development proposal would also be presented. 22. Besides the above, the following general points will be followed: -

a) All documents to be properly referenced with index, page numbers and continuous page numbering. b) Where data is presented in the report especially in table, the period in which the data was collected and the source should invariably be indicated. c) Where the documents provided are in a language other than English, an English translation should be provided. d) The CETP may be planned after carefully studying the need to have such common facility indicating the capacity and technology proposed to be adopted. Plan shall be prepared taking in to account water conservation, energy consumption and conservation plan. Energy efficient and cost effective technology should be identified. Special emphasis should be given for identification of group/mix of industries while designing the CETP so as to meet the stipulated standards brought out by MOEF (CPCB)/SPCB. e) Explore possibility of utilizing waste of one unit as raw material for the other units. f) Chemical emergency response and rescue system proposed may be indicated including onsite and offsite disaster management plans.

****** 1.5 Organization of the Report The basic objective of identification of impacts is to aid the proponents of the project to rationalize the procedure for an effective environmental management plan, leading to an improvement in environmental quality. This has been attempted by the following procedures: ♦ Collection, collation and analysis of baseline data for various environmental attributes; ♦ Identification of impacts; ♦ Impact assessment; ♦ Evaluation of impacts leading to preparation of Environmental Management Plan; and ♦ Outlining Post Project Monitoring Plan. 1.6 Contents of the Report This Rapid EIA/EMP Report is based on the primary data generated and secondary data collected in the vicinity of the proposed project. The present report contains compilation of data collected/ generated as well as data collation and its interpretation with regulatory guidelines. Generic structure of the present report includes following chapters in nutshell: Chapter- 1:Introduction This chapter provides general information pertaining to purpose of the report, identification of project and project proponent. It also includes scope of study as well as regulatory scoping and organization of the report. Chapter- 2:Project Description This chapter provides background information of the proposed project, brief description and objectives of the project and description of the area. It also provides information with respect to major thrust areas of the proposed project.



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Chapter- 3:Description of Environment Details in pertinent to study area, component of environment studied as well as the methodologies followed have been illustrated in this chapter. Baseline Status of Environment This chapter describes the baseline environment of the project area based on primary data generated and secondary data collected. Baseline data includes areas like Air Environment, Micrometeorology, Traffic, Noise, Water Environment, Land Environment, Biological Environment and Socio-economic Environment. Data generated/ collected in context to above components of environment is collated and interpreted with respect to available regulatory requirements. Chapter- 4:Anticipated Environmental Impacts & Analysis of Alternatives This chapter details the inferences drawn from the environmental impact assessment with and without project and project with EMP. It describes the overall impacts of the proposed project and underscores the areas of concern, which need mitigation measures.

Chapter-5:Environmental Management Plan including Mitigation Measures, Environmental Monitoring Program and Project Benefits

This chapter provides recommendations for Environmental Management Plan (EMP) including mitigation measures for minimizing the negative environmental impacts of the project, if any. Environmental monitoring requirements for effective implementation of mitigative measures during construction as well as during operation of the project along with required institutional arrangements for their implementation. Chapter- 6:Disclosure of Consultants Engaged

This chapter describes the general profile of consultantancy organization.



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2.0 General Project Description 2.1 Preamble In the pursuit of prosperity in Haryana, the Haryana State Industrial and Infrastructure Development Corporation Limited (HSIIDC) have played pioneering role. One of the leading contributors to the well being and progress of the State, HSIIDC has been instrumental in bringing about a major change in the people of Haryana over the years. The pioneering zeal of HSIIDC has facilitated the transformation of Haryana from a primarily agrarian society to one of the most highly industrialized States of modern India. HSIIDC was setup in 1967 for promoting medium and large-scale industries to ensure balanced regional development of Haryana, by acting as an institutional entrepreneur and a financial institution. HSIIDC serves as the single most important platform for providing services in the following areas: ♦ Providing financial assistance by way of term loans, equipment re-finance/equipment

leasing and working capital. ♦ Infrastructure development in the State of Haryana. ♦ Performing Agency functions on behalf of the State Government. ♦ Performing Agency functions for entrepreneurs and established industries for enhancement

of capacity/ modernization. HSIIDC is a Public Limited Company wholly owned by the Government of Haryana, set up as a catalyst for promoting and accelerating the pace of industrialization in the State. The corporation provides a wide spectrum of financial services under one roof-the concept being "Total Financial Support" for its clientele. Being an intrinsically customer-oriented organization, HSIIDC has often gone beyond the call of duty in helping to give concrete shape to the destiny and vision of thousands of entrepreneurs. It has generally taken on the role of a trusted friend and guide, providing crucial support and most important of all, created an environment where nascent projects are able to attain their function and become vibrant industries. 2.2 The Proposal for Development of Industrial Estate at Rai (Sonepat) In line with the Industrial Policy announced by the Government of Haryana, HSIIDC has decided to develop industrial estate at Rai in the phase II of sectors 38 and 39. The area of the proposed project is 858 acre (343.2 hectare) (a) Land Acquisition for Proposed Project HSIIDC proposes to develop Industrial Estate at Rai (Sonepat) covering the area of approximately 858 acres (343 ha.). Haryana govt. issued notifications U/S 4/6 of Land Acquisition Act to acquire land in the villages Badh malik, Bad Khlsa, Jatheri, Liwan, Pritampur and Rai Sonepat. The notifications have been made under the provision of section 4/6 of the land Acquisition Act, 1894. The copy of the notification issued vides no. 2/6/12/IB-II/2006 on June 22, 2006 is enclosed herewith. The proposed development of Industrial estate at Rai would be in



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adherence with the Master Development Plan 2021 of Sonepat issued by the Department of Town & Country Planning Haryana, copy of which is enclosed herewith. (b) Landuse of Proposed Project Site There exists an old Industrial Estate in Rai, Phase-I of Sec-38, developed by department of Industries, Haryana for small and medium scale industrial units were commissioned in 2001. Rai abutting the NH-1 in the heart of Sonepat Industrial belt, this is 35 Kms. from Delhi. So keeping pace with the policies of NCR to develop as Regional Center and for the balanced development of the region. It was essential to provide sound economic base to the area through industrial activities by means of induced growth by setting up of Industrial Estate. Hence, HSIIDC has accordingly acquired approx 857A-13M (353 ha) land in sector 38 as well as in sector 39. Hence, establishment of the project of Industrial Estate at Rai is fully justified.

• The area planned for the development of IE in sector 38 and 39 would be 341.79 and

369.55 acres that is about 57.35% and 95.27% respectively of total acquisition land. • The area under development of industrial plots in sector 38 would be 130.99 acres,

which is 38.32% of total planned area. • The area under commercial and institutional use would be 23.58 and 20.29 acres in

sector 38 and 39, which is 6.89% and 5.47% respectively of total planned area. • The area reserved for convenience shopping in sector 38 and 39 would be 3.55 and 5.68

acres, which is 1.03% and 1.53% respectively of total planned area. • The area reserved for R&R policy in sector 38 and 39 would be 40.46 and 22.77 acres

which is 11.83% and 6.16% respectively of total planned area. • The area coming under open space parking, roads and green belts in sector 38 and 39

would be 118.91 and 102.79 acres, which is 34.79% and 27.81% respectively of total planned area.

Table-2.2 (a) Details of plots size of sector 38 for proposed project

S.No Category of Plot (in acre) No. of Plot 1. 4.0 03 2. 3.7 01 3. 3.6 01 4. 3.2 01 5. 3.1 01 6. 3.0 01 7. 2.7 01 8. 1.7 01 9. 1.0 10 10. 0.9 01 11. 0.7 02 12. 0.6 01 13. 0.5 98 14. 0.25 55 15. 0.125 154

Total 326



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Table-2.2 (b) Details of plots size of sector 39 for proposed project S.No Size Area in SQM No. of Plot

1. 15x30 450.00 63 2. 22.5x37 832.50 03 3. 20x45 900.00 03 4. 22.5x45 1012.50 61 5. 30x60 1800.00 63 6. 30x62 1860.00 04 7. 30x65 1950.00 18 8. 33x69 2277.00 02 9. -- 2480.00 01 10. 53x47 2491.00 01 11. 43x60 2580.00 01 12. 45x90 4050.00 49 13. 62x90 5580.00 01 14. 72x93 6696.00 01 15. 78x90 7020.00 01 16. 67x106 7102.00 01 17. 63x120 7560.00 02 18. 75x105 7875.00 10 19. 66x122 8052.00 01 20. 63x135 8505.00 01 21. 98x105 10290.00 02

Total 289

(c) Conformity to the Regional Master Plan The project of Industrial Estate Rai is in conformity with the Regional Development Plan 2021 as well as the Master Plan of District Sonepat. Director, Town and Country Planning Department Haryana duly approve the plan. (d) Site Analysis of Proposed Project (IE Rai) Sonepat is a part of Northern plains, which are quite fertile. The ground slopes from North to South. Soils in the area are sandy silt. Climatic characteristics of the area are divided into three distinct seasons’ pre-monsoon (March-June), monsoon (July-September) and post monsoon (October-February). May and June are the hottest months of the year; the maximum temperature sometimes reaches around 450C. Humidity is high in South West monsoon season. April and May are the driest months when the relative humidity in the morning is highest 45% and the afternoon less than 30%. The sediments mainly consist of sand and silt. The soil texture varies from sandy to silty having a heterogeneous composition. In view of the state’s New Industrial Policy, new industrial areas need to be developed to cater the escalating demand. In addition, following are the driving factors for the development of IE Rai. − Proximity to the National Capital Region − Good connectivity − High income levels in the state/ region − Proximity to Corporate in the NCR. − Focus on attracting investment in the state.



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− Responsive administration − Good law and order situation − State focus on industrialization

However, following areas needs attention to make it the most advance industrial estate − Convenient & flexible regulatory framework

− Ensure administrative autonomy

− State-of-the-art infrastructure with power back-up, IT connectivity, etc. In short, a self-

contained industrial township, this can help in attracting and retain the best industries.

− Simplified procedures at various stages.

− Fiscal and other incentives to institutions.

− Improve existing connectivity through MRTS etc.

− Create specialized infrastructure to meet specific requirements of developers/ investors/

institutions.

− Create a flexible environment to establish comfort among prospective stakeholders.

(e) Salient features of the Proposed Project The project for the development Industrial Estate at Rai is conceived specifically to provide a platform of services and facilities that would be beneficial for the creation of better infrastructure as well as to create more employment opportunities for the local population. The project would have the back-up support of infrastructure in terms of

♦ Power supply ♦ Water Supply ♦ Trade & Business centers for conferences and seminars ♦ All weather metalled roads ♦ Financial Institutions ♦ Telecommunication set up ♦ Shopping centre. ♦ Sewerage and storm water drainage ♦ CETP ♦ Horticulture

(f) Type of Industries The project envisages the establishment of mainly pollution free industries based on advanced technologies. The spectrum of industries, which are expected to come up in the Industrial Estate at Rai, would comprise of following type:

♦ Food Park ♦ Automobile ♦ General Engineering ♦ Gems and Jewelry

The raw material required for input purpose would depend upon the nature of industry likely to come up in the township. The raw material required for industrial units can only be known after floatation of the project. However, it is expected that raw material generally needed for



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automobile, auto parts, electronic, garments etc. shall be met indigenously and from other sources. (g) Connectivity The project would have better connectivity to major towns of country as it is in the closer proximity with the National and State Highways as well as Railway Network. Supply and procurement of the spares, raw materials and machinery is easily available in the area. (h) Service availability Ground water is major source of water and fulfills the water demand of industrial estate, Rai. Power is also already available in the area. The offsite infrastructure i.e. roads and electricity are also available. There would not be any problem with respect to the supply and procurement.

2.3 Infrastructure Development Proposal for Proposed Project The industrial infrastructure for development of proposed industrial estate would include clearing of site, construction of roads, kerbs and channels, allied works, public health services i.e. laying of water supply lines, sewer lines, storm water drainage system, over head service reservoir (OHSR), underground tank (UGT), Sewage Treatment Plant, Common Effluent treatment Plant (CETP) Electrification Net-work, Solid Waste Management and Horticulture, Community service centers etc.

(a) Water supply scheme of phase-II of sector 38 and sector 39

The rough cost estimate amounting to Rs. 927.00 lacs and 900.00 lacs has been prepared to provide Estate water supply Services to phase-II of sector 38 and sector 39 of the Industrial Estate, Rai Distt. Sonepat. The whole area of sector 38 has been divided into two numbers of zones and sector 39 recognize as single zone having independent boosting stations with structures like UGSR, OHSR, Pump Chamber and machinery etc. The water supply is based on tube wells and it is proposed to install three nos. deep bore tube wells in each of two zones of sector 38 and 3 nos. deep bore tube wells in sector 39 (total 12 nos) to meet the water supply demand. The distribution of both phases is connected to each other with adequate pipe size at number of points to enable the water supply of water from one zone to another in event of failure of a system of one zone. The scheme has been designed on 4000 gallons of water consumption per acre per day. As per norm, provision for UGSR has been made for 1/3rd of the total daily water requirements. It is also proposed to construct OHSR’s of 1/4th of the total daily water requirements as per norms. For providing safe drinking water, disinfecting of water is mandatory to kill disease-causing microorganisms. Method of disinfecting will be going to adopt, chlorinating process. The chlorination would be done using Sodium hypochlorite solution with special dosing pumps. The purpose of distribution system is to convey the treated water fit for human consumption to the consumer at sufficient pressure at convenient timings. Proposal for 8 hourly supply of the water has been given. The distribution system has thus been designed for 3 times the average flow. Pipe sizes of designed sizes and quantity has been specified for lying of the water distribution system. The system has been designed as a closed grid system for providing at least pressure of 23.68m of water at the tail end.



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(b) Sewerage Scheme The scheme amounting to Rs. 434.86 lac for laying of sewerage system in sector 38 has been proposed. The competent authority has approved an amount of 14 crores for construction of CETP in sector 39 and further necessary action for finalization of tenders for this work are being undertaken. In phase II of sector 38, the treatment and disposal of wastewater will be associated with the existing 5+5 MLD CETP in phase I of sector 38 and newly constructed 6 MLD CETP in sector 39 receptively. The minimum size of the 600-mm I/D pipe sewer is proposed for the industrial estate. The sewage is proposed to be carried to a site marked for disposal works on the western side where a C.E.T.P to be constructed. Proportionate cost has been provided in the estimate. The treated effluent will be carried and disposed off in the drain no. 6 through rising main. The sewage load has been calculated for water supply rate for 4000 gallons per acre, 75% reaching sewer and with peak factor of 3. A provision of recirculation of wastewater is proposed @ 2000 gallons per acre with the interception factor as 0.5. (c) Recirculation Scheme The scheme for Recirculation of treated wastewater system amounting to Rs. 148.65 lacs and 200.00 lacs has been prepared and the same is under approval from the competent authority for sector 38 and 39 respectively. The discharge has been taken out with rate of treated water supply as 2000 gallons per acres with peak factor of 2. Ac class 25 pipes of diameter upto 250 mm and capacity of collecting tank has been taken ½ of requirement of sector 38 and 39. Provision has also been made for pipeline on both side of road with pumping chamber 3.50M x 5M. (d) Storm water drainage scheme The scheme for Storm Water Drainage system amounting to Rs. 1011.35 lacs and 1000.00 lacs for phase II of sector 38 and sector 39 respectively has been approved. As natural storm drain in shape of drain, no. 6 exists 2 Km and 2.5 Km from phase II of sector 38 and sector 39 respectively and it is proposed to carry the storm water from both sectors for its disposal in this drain. Provision conveyance of storm water upto site of disposal through RCC NP-2 pipes and 1200 mm I/D size. (e) Constructions of Roads The scheme for road construction along with kerbs, channels, footpaths and road side fixtures amounting to Rs. 1821.00 lacs and 1800.00 lacs for phase II of sector 38 and sector 39 has been prepared and approved from the competent authority. The provision for construction 30 mtr, 24 mtr, 20 mtr, 18 mtr and 15 mtr width of roads in phase II of sector 38 and 60 mtr, 30 mtr, 20 mtr and 10 mtr width of roads in sector 39 in Industrial Estate at Rai.

(f) Electrification Requirement : Industrial Estate, Rai Total anticipated Load Demand of Sect.38 & Sec.39 Rai = 54335 KW or 60374 KVA respectively. (g) Solid Waste Management



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A solid & hazardous wastes disposal facility has been combined with Barhi, Kundli and Rai. However, the provision for the same may be made in the land proposed to be acquired at IE Kundli in the land of village Sersa along phase II and sec-39.

2.4 Abstract of the Project Cost Project cost comprising of cost towards sub-work namely development of roads, water supply, waste water scheme, storm water drainage, electrification & street lighting, horticulture & road side plantation, solid waste management, IT & telecom and office complex, are given in following table.

Table-2.4 (a) Abstract Cost of Proposed IE of sector 38, Rai Sl. Name of Work/Item Amount (Rs in Lacs) 1. Water supply system 989.54 2. Strom water Drainage 1011.35 3. Disposal of rising main 200.004. CETP 600.00 5. Roads 1821.00 6. Plantation & Horticulture Green belts & Boundary Walls 400.00 8. Sewerage System 434.86 9. Shopping centre 100.00 10. Bank Building 50.00 11. Office Building of HSIIDC 200.0012. Re-circulation of treated effluent 200.00 13. Electrification in power house 800.00 14. Police station, post office, Bus shelter, Fire Station, Dispensary 420.00 15. Entry Gate 150.00 16. Community centre-cum-club auditorium 500.00 17. Preliminary survey 2.00 Total 7878.75 Say 78.79 Crores

Table-2.4 (b) Abstract Cost of Proposed IE of sector 39, Rai

Sl. Name of Work/Item Amount (Rs in Lacs) 1. Roads 1800.00 2. Water Supply System 900.00 3. Storm water drainage 1000.00 4. Sewerage system including re-circulation, CETP & disposal system 1400.00 5. Electrification work 800.00 6. Plantation, Horticulture & Green Belts Boundary Walls 400.007. Shopping Centre, Bank Building, Office Building, Police Station, Post

Office, Dispensary, Bus Shelter etc 800.00

8. Community Entre-cum-Club Auditorium 500.00 9. Entry Gate 150.00 10. Institute for industrial training 290.00 Total 8040.00 Say 80.40 Crores



2.0

Satellite imagery of Study area



3.0

3.0 DESCRIPTION OF THE ENVIRONMENT 3.1 Development of Environment Baseline (a) The Objective The Description of Existing Environment for the proposed project facilities will describe the existing environmental conditions in and around the project sites (baseline environmental status). It identifies the environmental parameters that are consequent to the proposed facilities and the impact on these parameters due to the proposed project. Environment Management Plan (EMP), thus, prepared includes the general background of the project like process details, facilities description, details of major utility systems and special care, which needs to be taken during design/ construction/ operation stage for mitigating environmental impacts. The environmental parameters that have been covered ambient air quality, water quality, aquatic ecology, micrometeorology, noise levels, flora and fauna etc. in accordance with the guidelines of the Ministry of Environment and Forests, Government of India. Based on the project inputs, impact on the environmental parameters has been assessed using the standard methods. The existing environmental quality in the project area has been assessed based on current available data. Wherever data was not available, in order to make fair assessment, actual monitoring in the field has been carried out. The potential sources of pollution owing to the project facilities have been identified and anticipated pollution load has been quantified. The potential environmental impacts have been identified and assessed qualitatively as well as quantitatively and possible changes in the quality of the environment have been predicted. A study on wildlife and flora-fauna has been taken up in and around the project site. An Environmental Management Plan has been drawn up to maintain and enhance the environmental quality around the project sites. The pollution control strategies have been suggested wherever the deterioration of environmental quality is expected. A green belt/ greenery development plan for the stations has been provided that would enhance the quality of the environment besides attenuating environmental pollution. A post-project monitoring plan (PPMP) has been suggested to monitor the changes in the environmental quality after the implementation of the project. (b) Study Area The study was carried out in the vicinity (within the 10-Km radius of proposed Development Site of Sector 38 and 39, IE) at Rai. (c) Methodology The Approach of Shriram Institute for Industrial Research (SRI) to undertake the present assignment encompassed sound scientific and management practices, to suit the project requirements to ensure efficiency & effectiveness. SRI always endeavoured to optimise the approach for the execution of the specified assignment by incorporating the requirements of the various key components of the project. Approach of SRI reflects its appreciation to the relevant guidelines of regulatory bodies. In nutshell, methodology followed for the execution of present project includes following generic steps:



3.0

(a) Reconnaissance survey (b) Secondary data collection from government, non-government & academic institutions. (c) Primary data generation at various points representing study area for multi-disciplinary

activities. (d) Data compilation, collation & analysis. (e) Data interpretation with respect to regulatory requirements. (f) Environmental media indices estimation & indicator for describing affected

environment (g) Importance Weighing Techniques for Impact Studies (h) Impact identification (i) Impact prediction & assessment EIA/ EMP Report It includes: ♦ Interpretation of data with respect to the regulatory requirements and derivation of

meaningful scientific conclusions based on critical and comparative study of data generated / collected and analytical findings of supportive & assimilative capacity of the project area.

♦ Significant environmental issues, important findings, assessment of alternatives & necessary

recommendations. ♦ The environmental requirements of regulatory bodies. ♦ Adverse impacts, if any, due to proposed development and which cannot be avoided, has

been mentioned and to minimize such impacts, suggestions will be incorporated to reduce/ mitigate them in Environmental Management Plan.



3.0

PROCESS FLOW SHEET OF METHODOLOGY

Project Start-up/ Inception meeting

Project Baseline

Reconnaissance Survey

Data Collection/ Generation (Secondary/ Primary)

Monitoring Methodology Finalization

♦ Data Analysis/ Interpretation ♦ Impact Analysis/ Prediction

Formulation of EMP

EIA/EMP Report



3.2

3.2 Air Environment Air quality is influenced by a number of factors, which includes natural (e.g. winds, thermal profile, humidity etc.) and anthropogenic or manmade (e.g. traffic, emissions etc.) factors. An assessment of the existing air quality status was carried out in 10 Km radius at seven different locations of proposed project. It would provide the ground level concentration of air quality indicators. The impact of the project on local Ambient Air Quality can be compared with the baseline AAQ scenario. 3.2.1 Selection of Sampling Locations for AAQ Seven numbers of Ambient Air Quality (AAQ) monitoring stations were established for the assessment of Ambient Air Quality in the proposed area. The details of monitoring sites were given below in the vicinity of the proposed project site.

Table- 3.2 (a) Description of AAQ monitoring stations in the project area Station Code

Location Description Geo-codes Latitude Longitude

AAQ-01 HSIIDC Office Rai

HSIIDC Office Rai 28°56'4.14″ N 77°05'14.76"E

AAQ-02 HSIIDC Office Kundli

HSIIDC Office Kundli 28°52'26.5″ N 77°07'53.76"E

AAQ-03 KMP Expressway KMP Expressway site office near village Ladpur

28°55'2.94″ N 77°02'27.9"E

AAQ-04 Pump House Jagdishpur

HSIIDC Pump house 28°56'20.22″ N

77°11'32.28"E

AAQ-05 Murthal Hardware shop opposite HSIIDC Industrial Area

29°01'26.52″ N

77°04'13.28"E

AAQ-06 Deoru Sonepat Deoru Road 29°01'24.66″ N

77°02'32.28"E

AAQ-07 Saifiabad Near Rly. Line & Kattha Factory 28°52'56.28″ N

77°04'30.36"E

Figure-4: Satellite image of area under 10 KM radius from HSIIDC



3.2

3.2.2 Monitoring Schedule Monitoring was carried out twice in a week for 12 weeks duration in the months April-2008 to May-2009. Six Parameters were analyzed during the study period, Suspended Particulate Matter (SPM), Respirable Particulate Matter (PM10), Sulfur dioxide (SO2) and Oxides of Nitrogen (NOx) were measured on the basis of 24-hourly averaging period, whereas parameters like Carbon monoxide (CO) and Hydrocarbons (HC) were monitored on the basis of 8-hourly averaging period. Standard guidelines was followed during collection, transportation and analysis of samples. 3.2.3 AAQ monitoring Methodology

(a) Suspended Particulate Matter (SPM) Atmospheric air was drawn through the High Volume Sampler at flow rate of 1.00 to 1.20 m3/min for 24 hourly averaging periods. Air suspended particulates matter were collected on the filter paper (Whatman GF/A) and its concentration was computed in µg/m3 by measuring the mass of collected particulate and the volume of air sampled. (Protocol – IS- 5182: Part-IV and MoEF guidelines for ambient air quality). (b) Respirable Suspended Particulate Matter (PM10) Atmospheric air was drawn through the Respirable Suspended Particulate Matter, sampler equipped with a cyclonic air filtration and airflow measurement device. Air samples were drawn by means of a high-flow-rate blower at the flow rate of 1.00 to 1.20 m3/min for 24 hourly averaging periods, its mass concentration was computed in µg/m3 by measuring the mass of collected particulate, and the volume of air sampled. (Protocol - IS 5182: Part-23 and MoEF guidelines for ambient air quality). (c) Sulphur dioxide (SO2) Sulphur dioxide from the ambient air stream was absorbed in potassium tetrachloromercurate solution by bubbling the air into absorbing solvent through low volume sampler assembly attached with HVS, at the flow rate of 0.2 to 0.5 litre/min for 24 hourly averaging periods. The stable compound dichlorosulphito mercurate, thus, produced during sampling was allowed to react with p-rosaniline hydrochloride to form a coloured complex, intensity of which was measured by UV/VISIBLE Spectrophotometer. Level of Sulphur dioxide in atmospheric air was quantified by computing the concentration of SO2 in absorbing solution and the volume of air sampled. (Protocol – IS-5182: Part-II). (d) Nitrogen Oxides (NO2) Ambient air sample for nitrogen dioxides were collected by bubbling air through a solution of sodium hydroxide and sodium arsenite, through low volume sampler assembly attached with HVS, at the flow rate of 0.2 to 0.5 liter/min for 24 hourly averaging periods. The NO2 ion, thus, produced during sampling was allowed to react with phosphoric acid, sulphanilamide & N-1 (naphthyl) ethylenediamine dihydrochloride (NEDA) to form a coloured complex, intensity of which was measured by UV/VISIBLE Spectrophotometer. Level of Nitrogen oxide as NO2 in



3.2

atmospheric air was quantified by computing the concentration of NO2 in absorbing solution and the volume of air sampled. (Protocol –IS-5182: Part-VI). (e) Carbon monoxide (CO) Ambient air samples were collected in Tedlar bags. NDIR based carbon monoxide online analyzer CO11M of Environmental s.a. France, which provides better sensitivity in addition to continuous measurement system, was used to determine CO concentration in ambient air. (Protocol IS- 5182: Part-X). (f) Hydrocarbons Air Samples were collected in Tedlar bags. Total Hydrocarbons in collected samples were tested using FID based online THC analyser. 3.2.4 AAQ Data Interpretation Interpretation of analytical data was carried out using the guidelines of National Ambient Air Quality Standards (NAAQS), Central Pollution Control Board, New Delhi notification dated 11th April 1994. Discussion on Results Detail analytical data generated as per the methodology given above is summarized in tables-3.2 (k) to 3.2 (r). Parameter-wise observations recorded in ambient air quality on selected spatial scale are as follows: (a) Suspended Particulate Matter (SPM) Suspended Particulate Matter in ambient air represents atmospheric level of dust retained on glass microfibre filter. As per the regulatory requirements (NAAQS), 24 hourly average value of SPM in Residential, Rural & Other areas should not exceed 200 µg/m3, while same for the Industrial area should not exceed 500 µg/m3. Statistical analysis of SPM monitoring data is illustrated in following table:

Table –3.2 (b) Statistical Analysis of SPM Monitoring Data in Ambient Air Indicator SPM concentration in µg/m3

AAQ-01 AAQ-02 AAQ-03 AAQ-04 AAQ-05 AAQ-06 AAQ-07 Minimum 173 169 231 174 281 229 222 Average 312 380 473 344 453 377 377 Maximum 451 548 753 594 600 567 541 98th Percentile 442 537 721 559 594 539 537 90th Percentile 431 523 677 516 586 504 532 50th Percentile 306 386 447 330 456 371 376 10th Percentile 174 178 247 177 293 238 224 ± SD 88 99 129 121 83 84 93



3.2

Monitoring data suggests that during the monitoring period, level of SPM in ambient air at all the monitoring stations in the vicinity of project site are found in varying range as described below: ♦ 173- 451 µg/m3 with mean value 312 µg/m3 and 98th percentile value 442 µg/m3 at AAQ-1. ♦ 169-548 µg/m3 with mean value 380 µg/m3 and 98th percentile value 537 µg/m3 at AAQ-2. ♦ 221-753 µg/m3 with mean value 473 µg/m3 and 98th percentile value 537 µg/m3 at AAQ-3. ♦ 174-594 µg/m3 with mean value 344 µg/m3 and 98th percentile value 559 µg/m3 at AAQ-4. ♦ 281-600 µg/m3 with mean value 453µg/m3 and 98th percentile value 594 µg/m3 at AAQ-5. ♦ 229-567 µg/m3 with mean value 377 µg/m3 and 98th percentile value 539 µg/m3 at AAQ-6. ♦ 222-541 µg/m3 with mean value 377 µg/m3 and 98th percentile value 537 µg/m3 at AAQ-7 At AAQ-5 SPM was very high. These higher values may be due to proximity of site AAQ5 to NH-1 and surrounding Dabhas. Standard Deviation of SPM data during the monitoring period was estimated in range of ±88 to ±129 µg/m3 at all monitoring locations. (b) Respirable Suspended Particulate Matter (PM10) Respirable Suspended Particulate Matter (PM10) in ambient air represents atmospheric level of dust below 10-µm size. As per the regulatory requirements (NAAQS), 24 hourly average value of PM10 in Residential, Rural & Other areas should not exceed 100 µg/m3, while same for the Industrial area should not exceed 150 µg/m3. Statistical analysis of PM10 monitoring data is illustrated in following table:

Table –3.2 (C) Statistical Analysis PM10 of Monitoring Data in Ambient Air Indicator PM10 concentration in µg/m3

AAQ-01 AAQ-02 AAQ-03 AAQ-04 AAQ-05 AAQ-06 AAQ-07 Minimum 72 95 104 91 140 115 103 Average 172 213 252 222 246 204 197 Maximum 280 303 486 386 367 310 267 98th Percentile 269 303 467 365 356 298 263 90th Percentile 254 302 438 338 343 280 258 50th Percentile 174 222 239 222 243 205 202 10th Percentile 78 101 110 92 140 119 104 ± SD 58 65 108 80 71 48 50

Monitoring data suggests that during the monitoring period, level of PM10 in ambient air at all the monitoring stations in the vicinity of project site are found higher than the prescribed limit of 150 µg/m3.in varying range as described below: ♦ 72-280 µg/m3 with mean value 172 µg/m3 & 98th percentile value 269 µg/m3 at AAQ-1. ♦ 95-303 µg/m3 with mean value 213 µg/m3 & 98th percentile value 303 µg/m3 at AAQ-2. ♦ 104-486 µg/m3 with mean value 252 µg/m3 & 98th percentile value 467 µg/m3 at AAQ-3. ♦ 91-386 µg/m3 with mean value 222 µg/m3 & 98th percentile value 365 µg/m3 at AAQ-4. ♦ 140-367 µg/m3 with mean value 246µg/m3 & 98th percentile value 356 µg/m3 at AAQ-5. ♦ 115-310 µg/m3 with mean value 204 µg/m3 & 98th percentile value 298 µg/m3 at AAQ-6. ♦ 103-267µg/m3 with mean value 197 µg/m3 & 98th percentile value 263 µg/m3 at AAQ-7.



3.2

Standard Deviation of PM10 data during the monitoring period was estimated in range of ±48.0 to ±108 µg/m3 at all monitoring locations. (c) Sulfur dioxide (SO2) & Nitrogen oxides (NOx) Dissolved gases in atmosphere like SO2 & NOx are associated with intense industrial & human activities. As per the regulatory requirements (NAAQS), level of both the pollutants Sulfur dioxide as SO2 & Oxides of Nitrogen as NO2, should not exceed 80 µg/m3 for Residential, Rural & Other areas should, while same for the Industrial area should not exceed 120 µg/m3. Statistical analysis of SO2 and NOx data is illustrated in table-3.1 (d) & 3.1(e).

Table –3.2 (d) Statistical Analysis SO2 of Monitoring Data in Ambient Air Indicator SO2 concentration in µg/m3

AAQ-01 AAQ-02 AAQ-03 AAQ-04 AAQ-05 AAQ-06 AAQ-07 Minimum BDL BDL BDL BDL BDL BDL BDL Average 10 9 7 7 12 13 14 Maximum 20 18 12 13 26 25 26 98th Percentile 19 18 12 13 25 24 25 90th Percentile 18 17 11 12 22 22 22 50th Percentile 9 8 9 7 11 12 14 10th Percentile BDL BDL BDL BDL BDL BDL BDL ± SD 5 5 BDL BDL 6 6 6

Lower Detection limit (LDL) of SO2 is 5 µg/m3 Monitoring data suggests that during the monitoring period, level of SO2 in ambient air at all the monitoring stations in the vicinity of project site are found in varying range as described below: ♦ < BDL -20 µg/m3 with mean value 10 µg/m3 and 98th percentile value 19µg/m3 at AAQ-1. ♦ < BDL -18 µg/m3 with mean value <9 µg/m3 and 98th percentile value 18 µg/m3 at AAQ-2. ♦ <BDL-12 µg/m3 with mean value <7 µg/m3 and 98th percentile value 12 µg/m3 at AAQ-3. ♦ <BDL-13 µg/m3 with mean value <7 µg/m3 and 98th percentile value 13 µg/m3 at AAQ-4. ♦ < BDL -26 µg/m3 with mean value <12 µg/m3 and 98th percentile value 25 µg/m3 at AAQ-5. ♦ <BDL-25 µg/m3 with mean value <13 µg/m3 and 98th percentile value 24 µg/m3 at AAQ-6. ♦ <BDL-26 µg/m3 with mean value <14 µg/m3 and 98th percentile value 25 µg/m3 at AAQ-7. Standard Deviation of SO2 data during the monitoring period was estimated in range of ± LDL to ± 6.0 µg/m3 at all monitoring locations.

Table –3.2 (e) Statistical Analysis NOx of Monitoring Data in Ambient Air

Indicator NOx concentration in µg/m3 AAQ-01 AAQ-02 AAQ-03 AAQ-04 AAQ-05 AAQ-06 AAQ-07

Minimum 16 13 15 12 17 18 12 Average 31 29 26 29 32 39 32 Maximum 51 57 55 52 54 57 60 98th Percentile 50 54 51 52 53 57 58 90th Percentile 48 49 46 50 51 56 56 50th Percentile 30 29 23 29 30 38 29 10th Percentile 16 14 15 12 17 18 13

± SD 11 11 10 12 12 11 14



3.2

Monitoring data suggests that during the monitoring period, level of NOx in ambient air at all the monitoring stations in the vicinity of project site are found in varying range as described below: ♦ 16-51 µg/m3 with mean value 31µg/m3 and 98th percentile value 50 µg/m3 at AAQ-1. ♦ 13-57 µg/m3 with mean value 29µg/m3 and 98th percentile value 54µg/m3 at AAQ-2. ♦ 15-55 µg/m3 with mean value 26µg/m3 and 98th percentile value 51µg/m3 at AAQ-3. ♦ 12-52 µg/m3 with mean value 29µg/m3 and 98th percentile value 52µg/m3 at AAQ-4. ♦ 17-54 µg/m3 with mean value 32µg/m3 and 98th percentile value 53µg/m3 at AAQ-5. ♦ 18-57 µg/m3 with mean value 39µg/m3 and 98th percentile value 57µg/m3 at AAQ-6. ♦ 12-60 µg/m3 with mean value 32µg/m3 and 98th percentile value 58µg/m3 at AAQ-7. Standard Deviation of NOx data during the monitoring period was estimated in range of ±10.0 to ±14.0 µg/m3 at all monitoring locations. (d) Carbon monoxide as CO The production of CO in the atmosphere is mainly due to partial combustion or incomplete combustion of carbonaceous matter. The specified limit of CO in the ambient air as per NAAQS is 2 mg/m3 for 8-hourly averaging period in case of Residential, Rural & Other Areas, while same for the industrial area is 5 mg/m3.

Table –3.2 (f) Statistical Analysis CO of Monitoring Data in Ambient Air Indicator CO concentration in mg/m3

AAQ-01 AAQ-02 AAQ-03 AAQ-04 AAQ-05 AAQ-06 AAQ-07 Minimum 0.2 0.2 0.2 BDL 0.1 0.1 0.1

Average 0.58 0.64 0.48 0.42 0.47 0.53 0.38

Maximum 1.2 1.3 0.8 0.8 0.9 1 0.7

98th Percentile 1 1.2 0.758 0.8 0.8 1 0.7

90th Percentile 0.9 1 0.7 0.6 0.7 0.81 0.6

50th Percentile 0.55 0.6 0.5 0.4 0.5 0.5 0.4

10th Percentile 0.2 0.2 0.2 0.069 0.169 0.1 0.169

± SD 0.22 0.27 0.15 0.18 0.17 0.23 0.14

Monitoring data suggests that during the monitoring period, level of CO in ambient air at all the monitoring stations in the vicinity of project site are found in varying range as described below: ♦ 0.2 -1.2 mg/m3 with mean value 0.58 mg/m3 and 98th percentile value 1.0 mg/m3 at AAQ-1. ♦ 0.2-1.3 mg/m3 with mean value 0.64 mg/m3 and 98th percentile value 1.2 mg/m3 at AAQ-2. ♦ 0.2-0.8 mg/m3 with mean value 0.48 mg/m3 and 98th percentile value 0.75 mg/m3 at AAQ-3. ♦ 0.0-0.9 mg/m3 with mean value 0.42 mg/m3 and 98th percentile value 0.8 mg/m3 at AAQ-4. ♦ 0.1-0.9 mg/m3 with mean value 0.47 mg/m3 and 98th percentile value 0.8 mg/m3 at AAQ-5. ♦ 0.1-1.0 mg/m3 with mean value 0.53 mg/m3 and 98th percentile value 1.0 mg/m3 at AAQ-6. ♦ 0.1-0.7 mg/m3 with mean value 0.38 mg/m3 and 98th percentile value 0.7 mg/m3 at AAQ-7. LDL-0.1 mg/m3 Standard Deviation of CO data during the monitoring period was estimated in range of ±0.14 to ±0.22 mg/m3 at all monitoring locations.



3.2

(e) Hydrocarbons Presence of Hydrocarbons in Ambient Air is associated with industrial & vehicular activities. No limit of Hydrocarbons in the ambient air has been specified in the NAAQS.

Table-3.2 (g) Statistical Analysis of Hydrocarbon Monitoring Data in Ambient Air

Indicator Hydrocarbon concentration in ppm AAQ-01 AAQ-02 AAQ-03 AAQ-04 AAQ-05 AAQ-06 AAQ-07

Minimum 3 3.3 3.2 3 3.2 3 3.2

Average 4.7 5.08 4.70 4.53 5.02 4.66 4.98

Maximum 7 6.8 7.2 6.7 6.5 6.3 6.8

98th Percentile 6.7 6.7 6.7 6.416 6.5 6.2 6.62

90th Percentile 6 6.2 6.2 6 6 6 6.2

50th Percentile 4.6 5.1 4.5 4.3 5.2 4.55 5.1

10th Percentile 3 3.438 3.2 3 3.407 3 3.2

± SD 0.98 0.87 0.95 1.01 0.83 0.88 0.97

Monitoring data suggests that during the monitoring period, level of total hydrocarbons in ambient air at all the monitoring stations in the vicinity of project site are found in varying range as described below: ♦ 3.0-7.0 ppm with mean value 4.7 ppm and 98th percentile value 6.7 ppm at AAQ-1. ♦ 3.3-6.8 ppm with mean value 5.08 ppm and 98th percentile value 6.7 ppm at AAQ-2. ♦ 3.2-7.2 ppm with mean value 4.7 ppm and 98th percentile value 6.7 ppm at AAQ-3. ♦ 3.0-6.7 ppm with mean value 4.53 ppm and 98th percentile value 6.4 ppm at AAQ-4. ♦ 3.2-6.5 ppm with mean value 5.02 ppm and 98th percentile value 6.5 ppm at AAQ-5. ♦ 3.0-6.3 ppm with mean value 4.66 ppm and 98th percentile value 6.2 ppm at AAQ-6. ♦ 3.2-6.8 ppm with mean value 4.98 ppm and 98th percentile value 6.6 ppm at AAQ-7.

Standard Deviation of HC data during the monitoring period was estimated in range of ±0.83 to ±1.01 ppm at all monitoring locations. As per the requirement of National Ambient Air Quality Standards (NAAQS) and HSIIDC Office of Panchkula, Fine Particulate matter (PM2.5) monitoring was done on 15/04/11 to 16/04/11 for 24hrs at one location (Rooftop of HSIIDC Office, Rai) in proposed industrial estate. The sample collected on TFFE filter paper using fine particulate sampler and sample was analyzed by gravimetric method. The concentration of PM2.5 was found 87µg/m3, which is more than the MoEF; NAAQ Standard was 60 µg/m3 for 24 hrs.



3.2

Table-3.2(h) SPM, PM10, NO2 & SO2 data at AAQ-1 Location Code/ Description AAQ-1 (HSIIDC Office Rai) Date SPM

(µg/m3) RPM

(µg/m3) Oxides of Nitrogen

(NO2) (µg/m3) Sulfur dioxide (SO2) (µg/m3)

21-22/04/08 176 72 39 BDL 28-29/04/08 265 119 47 15 02-03/05/08 326 161 51 BDL 05-06/05/08 311 175 35 BDL 08-09/05/08 173 98 37 18 12-13/05/08 273 173 20 6 18-19/05/08 233 96 19 BDL 24-25/05/08 271 140 18 8 26-27/03/09 180 136 48 BDL 30-31/03/09 251 162 16 5 03-04/04/09 234 98 39 16 06-07/04/09 430 248 29 20 09-10/04/10 236 101 24 8 13-14/04/09 247 135 20 6 16-17/04/09 385 219 29 12 21-22/04/09 451 280 21 BDL 24-25/04/09 405 255 31 11 28-29/04/09 333 198 44 9 02-03/05/09 353 246 32 BDL 05-06/05/09 301 199 20 8 08-09/05/09 431 234 41 12 12-13/05/09 393 222 26 7 15-16/05/09 425 176 38 12 19-20/05/09 395 189 20 11

Table-3.2(i) SPM, PM10, NO2 & SO2 data at AAQ-2

Location Code/ Description AAQ-2 (HSIIDC Office Kundli ) Date SPM

(µg/m3) RPM



21-22/04/08 343 125 30 11 28-29/04/08 402 176 38 16 02-03/05/08 210 95 22 BDL 05-06/05/08 394 240 34 5 08-09/05/08 169 127 50 17 12-13/05/08 370 257 34 BDL 18-19/05/08 227 135 26 16 24-25/05/08 450 286 57 9 26-27/03/09 516 302 23 12 30-31/03/09 339 167 21 BDL 03-04/04/09 424 148 18 5 06-07/04/09 329 192 22 7 09-10/04/10 260 123 13 BDL 13-14/04/09 380 192 34 BDL 16-17/04/09 524 236 16 11 21-22/04/09 401 302 31 13 24-25/04/09 347 269 32 18 28-29/04/09 398 303 39 8 02-03/05/09 475 264 20 BDL05-06/05/09 358 181 28 808-09/05/09 519 244 41 17 12-13/05/09 335 208 18 8 15-16/05/09 392 250 19 9 19-20/05/09 548 284 29 5



3.2

Table-3.2 (j) SPM, PM10, NO2 & SO2 data at AAQ-3 Location Code AAQ-3 (KMP Expressway) Date SPM

(µg/m3) RPM



21-22/04/08 421 184 20 BDL 28-29/04/08 383 140 42 BDL 02-03/05/08 538 258 55 BDL 05-06/05/08 445 161 21 5 08-09/05/08 300 164 19 BDL 12-13/05/08 370 136 16 7 18-19/05/08 404 233 23 BDL 24-25/05/08 408 144 47 BDL 26-27/03/09 319 130 16 BDL 30-31/03/09 231 104 23 BDL 03-04/04/09 448 322 22 BDL 06-07/04/09 413 265 29 BDL 09-10/04/10 352 139 19 BDL 13-14/04/09 487 242 17 10 16-17/04/09 595 368 15 11 21-22/04/09 641 346 28 9 24-25/04/09 493 328 23 8 28-29/04/09 644 405 33 12 02-03/05/09 753 444 26 10 05-06/05/09 492 199 23 10 08-09/05/09 517 235 36 11 12-13/05/09 418 277 24 11 15-16/05/09 595 330 25 9 19-20/05/09 683 486 21 9

Table-3.2 (k) SPM, PM10, NO2 & SO2 data at AAQ-4

Location Code AAQ-4 (Pump House Jagdishpur) Date SPM

(µg/m3) RPM



21-22/04/08 338 222 20 BDL 28-29/04/08 295 211 13 1002-03/05/08 490 317 26 BDL05-06/05/08 518 386 19 BDL 08-09/05/08 594 325 25 11 12-13/05/08 475 194 26 13 18-19/05/08 187 96 15 BDL 24-25/05/08 455 269 12 BDL26-27/03/09 272 148 18 9 30-31/03/09 174 107 40 BDL 03-04/04/09 229 166 35 BDL 06-07/04/09 449 193 51 BDL 09-10/04/10 220 148 42 BDL 13-14/04/09 278 222 31 10 16-17/04/09 317 238 32 5 21-22/04/09 324 224 44 BDL 24-25/04/09 336 301 33 8 28-29/04/09 507 340 52 12 02-03/05/09 345 284 42 9 05-06/05/09 218 141 32 10 08-09/05/09 189 91 12 6 12-13/05/09 428 263 16 10 15-16/05/09 239 177 31 BDL 19-20/05/09 377 259 24 8



3.2

Table-3.2 (l) SPM, PM10, NO2 & SO2 data at AAQ-5 Location Code AAQ-5 (Murthal) Date SPM

(µg/m3) RPM



21-22/04/08 373 166 34 10 28-29/04/08 457 194 49 14 02-03/05/08 586 250 26 10 05-06/05/08 486 235 40 14 08-09/05/08 375 175 54 11 12-13/05/08 449 183 48 23 18-19/05/08 402 181 31 17 24-25/05/08 600 328 34 13 26-27/03/09 281 140 17 BDL 30-31/03/09 354 173 22 6 03-04/04/09 331 140 28 BDL 06-07/04/09 457 306 23 6 09-10/04/10 390 201 20 5 13-14/04/09 476 301 30 11 16-17/04/09 540 344 36 16 21-22/04/09 474 329 23 BDL 24-25/04/09 527 367 51 18 28-29/04/09 468 199 30 7 02-03/05/09 454 264 23 11 05-06/05/09 400 270 42 26 08-09/05/09 430 307 51 15 12-13/05/09 553 289 17 15 15-16/05/09 432 221 18 13 19-20/05/09 585 340 24 10

Table-3.2(m) SPM, PM10, NO2 & SO2 data at AAQ-6

Location Code AAQ-6 (Deoru) Date SPM

(µg/m3) RPM



21-22/04/08 268 133 48 8 28-29/04/08 346 195 57 BDL02-03/05/08 454 204 46 BDL05-06/05/08 451 211 38 21 08-09/05/08 289 187 42 16 12-13/05/08 317 132 34 18 18-19/05/08 325 216 39 BDL 24-25/05/08 229 115 56 BDL26-27/03/09 332 205 30 BDL 30-31/03/09 285 147 46 5 03-04/04/09 435 224 53 7 06-07/04/09 351 210 47 12 09-10/04/10 335 189 29 18 13-14/04/09 391 256 35 12 16-17/04/09 438 283 29 11 21-22/04/09 494 310 37 13 24-25/04/09 401 252 29 18 28-29/04/09 275 194 38 25 02-03/05/09 418 219 26 18 05-06/05/09 331 157 20 16 08-09/05/09 397 164 37 22 12-13/05/09 506 263 18 12 15-16/05/09 406 196 39 10 19-20/05/09 567 234 51 13



3.2

Table-3.2(n) SPM, PM10, NO2 & SO2 data at AAQ-7 Location Code AAQ-7 (Saifiabad) Date SPM

(µg/m3) RPM



21-22/04/08 486 233 21 BDL 28-29/04/08 377 187 34 BDL 02-03/05/08 230 109 56 5 05-06/05/08 334 122 55 BDL 08-09/05/08 461 208 12 BDL 12-13/05/08 358 144 18 14 18-19/05/08 319 169 40 BDL 24-25/05/08 250 119 26 BDL 26-27/03/09 348 211 31 16 30-31/03/09 222 103 26 7 03-04/04/09 265 174 60 13 06-07/04/09 451 231 47 11 09-10/04/10 334 195 26 8 13-14/04/09 297 191 45 17 16-17/04/09 399 258 25 7 21-22/04/09 533 234 46 19 24-25/04/09 376 175 33 22 28-29/04/09 418 217 47 26 02-03/05/09 523 267 17 11 05-06/05/09 309 190 19 17 08-09/05/09 379 229 16 14 12-13/05/09 454 258 15 17 15-16/05/09 541 253 21 19 19-20/05/09 375 253 41 20

Table-3.2 (o) AAQ data of Carbon monoxide

Date Shift Location Code AAQ-1 AAQ-2 AAQ-3 AAQ-4 AAQ-5 AAQ-6 AAQ-7

21.04.2008 to 22.04.2008

A 0.4 0.3 0.6 0.1 0.2 0.1 0.3

B 0.6 0.3 0.4 0.2 0.3 0.3 0.2 C 0.2 0.5 0.8 0.4 0.3 0.5 0.2

28.04.2008 to 29.04.2008

A 0.2 0.3 0.6 0.2 0.4 0.1 0.3 B 0.3 0.3 0.3 0.1 0.2 0.1 0.2 C 0.4 0.5 0.2 0.1 0.5 0.2 0.6

02.05.2008 to 03.05.2008

A 0.2 0.6 0.2 0.2 0.4 0.9 0.4 B 0.4 0.3 0.2 0.1 0.3 0.3 0.3 C 0.5 0.4 0.4 0.1 0.3 0.4 0.2

05.05.2008 to 06.05.2008

A 0.5 0.3 0.2 0.6 0.2 1 0.2 B 0.8 0.5 0.3 0.5 0.2 0.8 0.3 C 0.9 0.3 0.4 0.4 0.7 0.5 0.2

08.05.2008 to 09.05.2008

A 0.8 0.4 0.7 0 0.3 0.9 0.3 B 0.6 0.4 0.4 0.5 0.6 0.3 0.4 C 0.5 0.7 0.5 0.5 0.4 0.4 0.2

12.05.2008 to 13.05.2008

A 0.2 0.4 0.3 0.8 0.4 0.1 0.6 B 0.9 0.5 0.7 0.2 0.3 0.2 0.2 C 0.6 0.9 0.3 0.5 0.6 0.5 0.2

18.05.2008 to 19.05.2008

A 0.4 0.5 0.7 0.4 0.3 0.8 0.4 B 0.7 0.3 0.3 0.3 0.1 0.2 0.2 C 0.3 0.8 0.5 0.2 0.2 0.3 0.5

24.05.2008 to 25.05.2008

A 0.6 0.8 0.3 0.2 0.5 0.5 0.7 B 0.6 1 0.4 0.2 0.4 0.9 0.5 C 0.8 1.2 0.6 0.4 0.3 0.8 0.7

26.03.2009 A 0.7 0.2 0.6 0.3 0.4 0.5 0.4



3.2

to 27.03.2009

B 0.5 0.4 0.5 0.3 0.6 0.4 0.3 C 0.5 0.4 0.5 0.4 0.6 0.5 0.3

30.03.2009 to 31.03.2009

A 0.6 0.6 0.4 0.5 0.5 0.4 0.5 B 0.8 0.5 0.6 0.3 0.5 0.3 0.3 C 0.8 0.3 0.5 0.3 0.6 0.5 0.4

03.04.2009 to 04.04.2009

A 0.4 0.4 0.7 0.5 0.8 0.7 0.2 B 0.5 0.5 0.6 0.5 0.6 0.6 0.3 C 0.5 0.6 0.6 0.6 0.6 0.6 0.3

06.04.2009 to 07.04.2009

A 0.4 0.5 0.3 0.3 0.5 0.4 0.5 B 0.4 0.6 0.4 0.1 0.4 0.3 0.4 C 0.5 0.7 0.4 0.2 0.3 0.4 0.6

09.04.2009 to 10.04.2009

A 0.7 0.7 0.5 0.4 0.4 0.5 0.2 B 0.6 0.8 0.4 0.4 0.4 0.6 0.1 C 0.6 0.8 0.5 0.5 0.5 0.6 0.3

13.04.2009 to 14.04.2009

A 1 0.4 0.7 0.6 0.7 0.8 0.5 B 0.9 0.5 0.8 0.6 0.3 0.5 0.4 C 0.8 0.5 0.7 0.5 0.3 0.5 0.3

16.04.2009 to 17.04.2009

A 0.6 0.6 0.3 0.6 0.7 0.4 0.2 B 0.6 0.7 0.5 0.3 0.6 0.3 0.2 C 0.5 0.5 0.4 0.3 0.6 0.3 0.3

21.04.2009 to 22.04.2009

A 0.3 0.5 0.7 0.4 0.8 0.8 0.4 B 0.5 0.7 0.4 0.4 0.6 0.6 0.2 C 0.5 0.7 0.5 0.5 0.6 0.6 0.2

24.04.2009 to 25.04.2009

A 0.4 1.2 0.5 0.3 0.4 0.4 0.3

B 0.5 1 0.5 0.5 0.6 0.5 0.4 C 0.6 1.2 0.6 0.3 0.7 0.5 0.4

28.04.2009 to 29.04.2009

A 0.3 1 0.3 0.4 0.3 0.4 0.5 B 0.3 0.8 0.4 0.5 0.5 0.4 0.4 C 0.5 1.3 0.4 0.6 0.7 0.5 0.6

02.05.2009 to 03.05.2009

A 0.9 0.9 0.2 0.8 0.2 0.6 0.4 B 0.8 0.9 0.4 0.6 0.2 0.5 0.5 C 0.8 1.1 0.4 0.6 0.4 0.6 0.5

05.05.2009 to 06.05.2009

A 0.5 0.6 0.5 0.5 0.5 0.4 0.4 B 0.4 0.5 0.6 0.6 0.6 0.4 0.3 C 0.6 0.7 0.6 0.6 0.6 0.5 0.5

08.05.2009 to 09.05.2009

A 0.3 0.8 0.4 0.5 0.4 0.6 0.5 B 0.3 0.2 0.5 0.5 0.3 0.7 0.4 C 0.5 0.4 0.5 0.7 0.6 0.7 0.6

12.05.2009 to 13.05.2009

A 0.6 0.5 0.6 0.6 0.5 0.8 0.4 B 0.6 0.7 0.7 0.5 0.5 0.9 0.3 C 0.7 0.7 0.7 0.6 0.7 0.9 0.5

15.05.2009 to 16.05.2009

A 0.9 0.8 0.5 0.5 0.4 0.6 0.5 B 1 1.1 0.4 0.5 0.6 0.7 0.5 C 1.2 0.9 0.6 0.7 0.7 0.8 0.6

19.05.2009 to 20.05.2009

A 0.8 0.9 0.4 0.3 0.6 1 0.6 B 0.6 1 0.5 0.4 0.6 1 0.5 C 0.8 1 0.7 0.8 0.9 0.9 0.7



3.2

Table-3.2 (p) AAQ data of Hydrocarbons

Date Shift Location CodeAAQ-1 AAQ-2 AAQ-3 AAQ-4 AAQ-5 AAQ-6 AAQ-7

21.04.2008 to 22.04.2008

A 4.2 4.2 4.2 3.9 3.8 3.9 5.2

B 3.6 3.8 5.4 3.8 3.5 3.8 5.4 C 3.8 4 6 3.8 3.2 4.2 5.9

28.04.2008 to 29.04.2008

A 4.5 3.3 3.6 3.3 5.8 3.5 3.4 B 5.8 5.5 3.4 3.4 6 3.6 3.9 C 5.4 5 3.9 3.6 5.4 4 4.2

02.05.2008 to 03.05.2008

A 4.6 5.6 4.6 3.2 3.5 3.2 5.4 B 4.8 5.9 3.8 3.5 4.5 3 6 C 5 6 4 4 4.9 4.2 6.2

05.05.2008 to 06.05.2008

A 3.8 3.5 5.2 4.1 4.5 4.3 5.4 B 3.7 4.4 3.5 4.2 4.6 4 3.8 C 3.2 4.6 4.3 4.4 4.5 3.8 5.8

08.05.2008 to 09.05.2008

A 3.4 4.5 4 4.5 5.5 3.6 6.2 B 5.4 4.6 4.3 3.2 4.9 3 6.5 C 4.3 4.5 5 3.5 5.2 5 6

12.05.2008 to 13.05.2008

A 4.6 4 3.8 3.4 3.8 6.1 6.2 B 4.2 5.2 3.4 3.2 4.2 5.2 6.5 C 3.8 5.4 3.6 3.4 5.6 4.2 5.8

18.05.2008 to 19.05.2008

A 4 5.5 3.2 3.5 5.9 4.8 3.4 B 3.8 6.2 4.9 3.2 6.2 4.6 3.5 C 3.2 6.5 5.2 4.2 6.5 5.2 3.9

24.05.2008 to 25.05.2008

A 3.2 4.2 3.5 4.5 3.5 4.9 4.2 B 3 5.4 4.3 3.2 4.9 4 5.6 C 4.5 6 4.4 4 5.8 4.2 5

26.03.2009 to 27.03.2009

A 6.5 5.8 6.2 3.8 6 5.4 4.2

B 7 4 5.4 5.4 5.9 5.2 4.5 C 5.4 3.9 4.6 4.2 4.5 4.8 5

30.03.2009 to 31.03.2009

A 4.8 5.8 5.3 3.5 5.2 6.1 3.8 B 5.4 5.2 6.4 4 5.4 5 4 C 3.9 5 4.8 4.6 4.8 4.2 3.5

03.04.2009 to 04.04.2009

A 4.5 4.5 7.2 5 4.5 5.6 4.2 B 5 4.9 6.7 5.4 5.2 3.8 3.4 C 3.7 3.8 5.9 4.6 5.6 4.2 3.2

06.04.2009 to 07.04.2009

A 5.2 5.7 4.2 6.2 5.4 5.6 4.7 B 4.8 6 4.9 6 5.3 3.8 4.3 C 3.9 5.2 3.8 5.4 4 3.2 5.2

09.04.2009 to 10.04.2009

A 4.2 6.2 4.2 5.4 4.5 4.2 4.4 B 4.5 6.5 4.3 4.8 4.8 4.5 4.8 C 3.8 5.4 5 4 4 4.2 5.2

13.04.2009 to 14.04.2009

A 3.7 5.8 6.2 6.3 5.3 5.4 4.6 B 3.2 4.9 6.5 5.4 4.8 5.3 5.2 C 3 4.2 4.2 5.3 3.8 5 4

16.04.2009 to 17.04.2009

A 4.8 5.4 5.4 5.9 5.8 4.5 6 B 4.5 5.5 3.2 4.5 5.2 4.6 6.7 C 3.5 3.5 3.8 4 4.8 5 5.2

21.04.2009 to 22.04.2009

A 6 4.5 4.5 3.2 5.6 6 3.8 B 5.5 4 4.9 3 5.2 6.3 4.5 C 5 4.3 4.2 3 4.8 5.4 3.2

24.04.2009 to 25.04.2009

A 6 5.4 4.5 4.2 3.6 3.8 5.3

B 6.2 3.9 4.9 4.5 4 4.8 5.4 C 6.8 5.8 5.2 5.2 5.2 5.4 6.2

28.04.2009 to

A 5.4 4.3 3.8 3.5 4.5 3.8 4.5 B 5.8 4.5 4.2 4.2 4.6 3.5 5.6



3.2

29.04.2009 C 6 5.4 4.5 5.4 5.4 4.5 6 02.05.2009 to 03.05.2009

A 5.2 3.8 4 4.2 6.2 5 5.4 B 4.9 4.5 4.8 4.5 6 3.8 5.6 C 5.4 4.7 5.2 4.9 6.5 5.8 6.2

05.05.2009 to 06.05.2009

A 4.3 4.9 4.5 5.2 5.4 4.5 5 B 4.5 5.4 4 4.5 5.8 4.6 4.5 C 5.4 6.2 5.4 6.2 6 5.2 5.9

08.05.2009 to 09.05.2009

A 3.8 6.2 4.4 6.5 5.4 6 4.6 B 4.5 6.5 4.6 6.2 4.3 6 4.5 C 5.2 6.7 5.5 6.7 5.4 6.2 5.2

12.05.2009 to 13.05.2009

A 6 5.4 3.4 5.4 6 5.4 6.2 B 6 3.8 4.2 5.3 6.2 5.5 6.5 C 6.5 4.5 4.9 6 6.5 6 6.8

15.05.2009 to 16.05.2009

A 4.8 5.2 6.2 5.4 4.2 4.2 3.9 B 5 5 6.5 5.8 4.5 3.8 4.5 C 5.9 5.9 6.7 6 5.9 6.2 5.4

19.05.2009 to 20.05.2009

A 3.8 6.5 3.9 4.2 4.5 3.8 4.5 B 4 6.7 4.5 4.5 4 4.2 4.2 C 5.8 6.8 5 5.6 4.6 6 5.8

Table-3.2 (q) Additional AAQ monitoring (as per the directions of SEAC) Parameters

Sampling Date : (15/04/11 to 16/04/11)

Test Value Protocol / Method

Sampling/ Analysis Procedure Rooftop of HSIIDC Office, Rai

Rooftop of HSIIDC Office, Barhi

PM2.5 (µg/m3) 87 65 Guidelines of instruction manual

of FPS

Sample collection on PTFE filter paper using Fine Particulate Sampler (Make: Envirotech, Model: APM 550).

Analysis by gravimetric method. SO2 (µg/m3) 15 15 IS: 5182 (Pt 2)

Sample collection in LVS attached to RDS, absorption in TCM soln.,

Analysis by colorimetric method at 560 nm using spectrophotometer.

NO2 (µg/m3) 36 17 IS: 5182 (Pt 6) Sample collection in LVS attached to RDS,

absorption in NaOH soln., Analysis by colorimetric method at 540 nm

using spectrophotometer. CO (mg/m3) 1.9 2.2 IS: 5182 (Pt 10)

Collection of air in tedlar bag. Estimated by Gas chromatography technique

Remarks : • -The 24- hourly ambient air monitoring was conducted. • -Samplers were kept at about 12 mtr above the ground level at Rai & 7 mtr above the ground level. • -All the equipments/instrument used for sampling & analysis were calibrated.



3.2

3.2.5 Air Pollution Dispersion Modeling The ISC short-term model for stacks has been used for Air Pollution Dispersion Modeling. It uses the steady-state Gaussian plume equation for a continuous elevated source. For each source and each hour, the origin of the source's coordinate system is placed at the ground surface at the base of the stack. The x axis is positive in the downwind direction, the y axis is crosswind (normal) to the x axis and the z axis extends vertically. The fixed receptor locations are converted to each source's coordinate system for each hourly concentration calculation. The calculation of the downwind and crosswind distances is described in. The hourly concentrations calculated for each source at each receptor are summed to obtain the total concentration produced at each receptor by the combined source emissions. For a steady-state Gaussian plume, the hourly concentration at downwind distance x (meters) and crosswind distance y (meters) is given by:

Where: Q = pollutant emission rate (mass per unit time) K = a scaling coefficient to convert calculated concentrations to desired units (default

value of 1 x 106 for Q in g/s and concentration in µg/m3) V = vertical term D = decay term Fy,Fz = standard deviation of lateral and vertical concentration distribution (m) The vertical term includes the effects of source elevation, receptor elevation, plume rise, limited mixing in the vertical, and the gravitational settling and dry deposition of particulates (with diameters greater than about 0.1 microns). Downwind and Crosswind Distances The ISC model uses either a polar or a Cartesian receptor network as specified by the user. The model allows for the use of both types of receptors and for multiple networks in a single run. All receptor points are converted to Cartesian (X, Y) coordinates prior to performing the dispersion calculations. In the polar coordinate system, the radial coordinate of the point (r, 2) is measured from the user-specified origin and the angular coordinate 2 is measured clockwise from the north. In the Cartesian coordinate system, the X axis is positive to the east of the user-specified origin and the Y axis is positive to the north. For either type of receptor network, the user must define the location of each source with respect to the origin of the grid using Cartesian coordinates. In the polar coordinate system, assuming the origin is at X = Xo, Y = Yo, the X and Y coordinates of a receptor at the point (r, 2) are given by: If the X and Y coordinates of the source are X(S) and Y(S), the downwind distance x to the



3.2

Receptor, along the direction of plume travel, is given by:

Where WD is the direction from which the wind is blowing. The downwind distance is used in calculating the distance-dependent plume rise and the dispersion parameters. If any receptor is located within 1 meter of a point source or within 1 meter of the effective radius of a volume source, a warning message is printed and no concentrations are calculated for the source-receptor combination. The crosswind distance y to the receptor from the plume centerline is given by:

Wind Speed Profile The wind power law is used to adjust the observed wind speed, uref, from a reference measurement height, zref, to the stack or release height, hs. The stack height wind speed, us, is used in the Gaussian plume equation, and in the plume rise formulas. The power law equation is of the form:

Where p is the wind profile exponent. Values of p may be provided by the user as a function of stability category and wind speed class. Default values are as follows:

Stability Category Rural Exponent Urban Exponent A 0.07 0.15 B 0.07 0.15 C 0.10 0.20 D 0.15 0.25 E 0.35 0.30 F 0.55 0.30

The ISC models include algorithms to model volume, area and open-pit sources, in addition to point sources. These non-point source options of the ISC models are used to simulate the effects of emissions from a wide variety of industrial sources. In general, the ISC volume source model is used to simulate the effects of emissions from sources such as building roof monitors and line sources (for example, conveyor belts and rail lines). The ISC area source model is used to simulate the effects of fugitive emissions from sources such as storage piles and slag dumps.

******



3.2

AIR POLLUTANT DISPERSION MODELING for IE, Sec- 38 and 39 of HSIIDC at Rai Point Source: DG Set Stacks Model: USEPA ISCST3 - VERSION 02035 CONC RURAL FLAT DFAULT CO STARTING CO TITLEONE AIR POLLUTANT DISPERSION MODELING FOR I.E.RAI CO MODELOPT DFAULT RURAL CONC CO AVERTIME 1 CO POLLUTID spm CO TERRHGTS FLAT CO RUNORNOT RUN CO FINISHED SO STARTING (DG set Stacks; 1200 KVA Rated Capacity; Fuel Type: HSD; QE 2800 Nm3/hr) SO LOCATION STACK1 POINT 800 400 0.0 SO SRCPARAM STACK1 0.12 30 586 22.4 0.32 SO LOCATION STACK2 POINT 40 360 0.0 SO SRCPARAM STACK2 0.15 30 533 22.4 0.3 SO LOCATION STACK3 POINT 480 20 0.0 SO SRCPARAM STACK3 0.11 30 563 22.4 0.3 SO LOCATION STACK4 POINT 420 270 0.0 SO SRCPARAM STACK4 0.15 30 543 23.5 0.3 SO LOCATION STACK5 POINT 420 180 0.0 SO SRCPARAM STACK5 0.18 32 561 23.6 0.3 SO LOCATION STACK6 POINT 320 100 0.0 SO SRCPARAM STACK6 0.16 30 583 23.5 0.3 SO LOCATION STACK7 POINT 260 340 0.0 SO SRCPARAM STACK7 0.15 32 589 24.5 0.3 SO LOCATION STACK8 POINT 200 360 0.0 SO SRCPARAM STACK8 0.13 35 550 21.2 0.3 SO LOCATION STACK9 POINT 40 20 0.0 SO SRCPARAM STACK9 0.14 31 574 18.6 0.3 SO LOCATION STACK10 POINT 50 160 0.0 SO SRCPARAM STACK10 0.14 31 574 18.6 0.3 SO SRCGROUP ALL SO FINISHED RE STARTING RE GRIDPOLR POL1 STA RE GRIDPOLR POL1 ORIG 0.0 0.0 RE GRIDPOLR POL1 DIST 500. 1000. 2000. 3000. 4000. 5000. 6000. 7000. 8000. 9000. 10000 RE GRIDPOLR POL1 GDIR 36 10. 10. RE GRIDPOLR POL1 END RE FINISHED ME STARTING ME INPUTFIL RAI.PRN FREE ME ANEMHGHT 8.5 METERS ME WDROTATE 0 ME SURFDATA 001 1999 IE, RAI ME UAIRDATA 001 1999 IE, RAI. ME FINISHED OU STARTING OU RECTABLE ALLAVE FIRST SECOND OU MAXTABLE ALLAVE 10 OU FINISHED *********************************** *** SETUP Finishes Successfully *** ***********************************



3.2

*** ISCST3 - VERSION 02035 *** *** AIR POLLUTANT DISPERSION MODELING FOR I.E.RAI *** 05/09/11 *** *** 17:33:36 **MODELOPTs: PAGE 1 CONC RURAL FLAT DFAULT *** MODEL SETUP OPTIONS SUMMARY *** - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - **Intermediate Terrain Processing is Selected **Model Is Setup For Calculation of Average CONCentration Values. -- SCAVENGING/DEPOSITION LOGIC -- **Model Uses NO DRY DEPLETION. DDPLETE = F **Model Uses NO WET DEPLETION. WDPLETE = F **NO WET SCAVENGING Data Provided. **NO GAS DRY DEPOSITION Data Provided. **Model Does NOT Use GRIDDED TERRAIN Data for Depletion Calculations **Model Uses RURAL Dispersion. **Model Uses Regulatory DEFAULT Options: 1. Final Plume Rise. 2. Stack-tip Downwash. 3. Buoyancy-induced Dispersion. 4. Use Calms Processing Routine. 5. Not Use Missing Data Processing Routine. 6. Default Wind Profile Exponents. 7. Default Vertical Potential Temperature Gradients. 8. "Upper Bound" Values for Supersquat Buildings. 9. No Exponential Decay for RURAL Mode **Model Assumes Receptors on FLAT Terrain. **Model Assumes No FLAGPOLE Receptor Heights. **Model Calculates 1 Short Term Average(s) of: 1-HR **This Run Includes: 10 Source(s); 1 Source Group(s); and 396 Receptor(s) **The Model Assumes A Pollutant Type of: SPM **Model Set To Continue RUNning After the Setup Testing. **Output Options Selected: Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs Tables of Overall Maximum Short Term Values (MAXTABLE Keyword) **NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours b for Both Calm and Missing Hours **Misc. Inputs: Anem. Hgt. (m) = 8.50 ; Decay Coef. = 0.000 ; Rot. Angle = 0.0 Emission Units = GRAMS/SEC ; Emission Rate Unit Factor = 0.10000E+07 Output Units = MICROGRAMS/M**3 **Approximate Storage Requirements of Model = 1.2 MB of RAM. **Input Runstream File: rai.inp **Output Print File: rai.oup



3.2

*** ISCST3 - VERSION 02035 *** *** AIR POLLUTANT DISPERSION MODELING FOR I.E.RAI *** 05/09/11 *** *** 17:33:36 **MODELOPTs: CONC RURAL FLAT DFAULT *** POINT SOURCE DATA *** NUMBER EMISSION RATE BASE STACK STACK STACK STACK BUILDING EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT TEMP. EXIT

VEL. DIAMETER EXIS

ID CATS. (METERS) (METERS) (METERS) (METERS) (DEG.K) (M/SEC) (METERS) STACK1 0 1.20E-01 800 400 0 30 586 22.4 0.32 NO STACK2 0 1.50E-01 40 360 0 30 533 22.4 0.3 NO STACK3 0 1.10E-01 480 20 0 30 563 22.4 0.3 NO STACK4 0 1.50E-01 420 270 0 30 543 23.5 0.3 NO STACK5 0 1.80E-01 420 180 0 32 561 23.6 0.3 NO STACK6 0 1.60E-01 320 100 0 30 583 23.5 0.3 NO STACK7 0 1.50E-01 260 340 0 32 589 24.5 0.3 NO STACK8 0 1.30E-01 200 360 0 35 550 21.2 0.3 NO STACK9 0 1.40E-01 40 20 0 31 574 18.6 0.3 NO STACK10 0 1.40E-01 50 160 0 31 574 18.6 0.3 NO *** METEOROLOGICAL DAYS SELECTED FOR PROCESSING *** (1=YES; 0=NO) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. *** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES *** (METERS/SEC) 1.54, 3.09, 5.14, 8.23, 10.80, *** WIND PROFILE EXPONENTS ***

STABILITY WIND SPEED CATEGORY CATEGORY 1 2 3 4 5 6 A 7.00E-02 7.00E-02 7.00E-02 7.00E-02 7.00E-02 7.00E-02 B 7.00E-02 7.00E-02 7.00E-02 7.00E-02 7.00E-02 7.00E-02 C 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 D 1.50E-01 1.50E-01 1.50E-01 1.50E-01 1.50E-01 1.50E-01 E 3.50E-01 3.50E-01 3.50E-01 3.50E-01 3.50E-01 3.50E-01 F 5.50E-01 5.50E-01 5.50E-01 5.50E-01 5.50E-01 5.50E-01

*** VERTICAL POTENTIAL TEMPERATURE GRADIENTS *** (DEGREES KELVIN PER METER)

STABILITY WIND SPEED CATEGORY CATEGORY 1 2 3 4 5 6 A 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 B 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 C 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 D 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 E 2.00E-02 2.00E-02 2.00E-02 2.00E-02 2.00E-02 2.00E-02 F 3.50E-02 3.50E-02 3.50E-02 3.50E-02 3.50E-02 3.50E-02

STABILITY WIND SPEED CATEGORY *** THE FIRST 24 HOURS OF METEOROLOGICAL DATA ***



3.2

FILE: RAI.PRN FORMAT: FREE SURFACE STATION NO.: 1 UPPER AIR STATION NO.: 1 NAME: IE

Date Time FLOW SPEED TEMP STAB Mixing Ht(M) USTAR M-O LENGTH Z-0 IPCODE PRATE YR MN DY HR VECTOR (M/S) (K) CLASS RURAL URBAN (M/S) (M) (M) (mm/HR)

9 1 13 1 113 1.8 288 3 100 100 0 0 0 0 0 9 1 13 2 113 1.7 288 3 100 100 0 0 0 0 0 9 1 13 3 135 1.3 287 3 100 100 0 0 0 0 0 9 1 13 4 135 2.4 288 2 100 100 0 0 0 0 0 9 1 13 5 158 1.5 289 3 100 100 0 0 0 0 0 9 1 13 6 113 1.8 286 3 100 100 0 0 0 0 0 9 1 13 7 113 2.7 288 3 100 100 0 0 0 0 0 9 1 13 8 158 3.3 287 3 100 100 0 0 0 0 0 9 1 13 9 90 0.3 290 3 100 100 0 0 0 0 0 9 1 13 10 135 0.4 291 3 100 100 0 0 0 0 0 9 1 13 11 158 0.6 290 3 100 100 0 0 0 0 0 9 1 13 12 113 0.8 292 3 100 100 0 0 0 0 0 9 1 13 13 113 1.8 292 3 100 100 0 0 0 0 0 9 1 13 14 90 0.6 291 3 100 100 0 0 0 0 0 9 1 13 15 135 0.3 289 3 100 100 0 0 0 0 0 9 1 13 16 135 0.8 288 3 100 100 0 0 0 0 0 9 1 13 17 158 1.1 292 3 100 100 0 0 0 0 0 9 1 13 18 113 0.6 291 3 100 100 0 0 0 0 0 9 1 13 19 113 0.2 290 2 100 100 0 0 0 0 0 9 1 13 20 90 1.3 289 2 100 100 0 0 0 0 0 9 1 13 21 158 0.7 291 2 100 100 0 0 0 0 0 9 1 13 22 158 0.3 287 2 100 100 0 0 0 0 0 9 1 13 23 135 0.5 286 2 100 100 0 0 0 0 0 9 1 13 24 113 0.3 287 2 100 100 0 0 0 0 0

*** NOTES: STABILITY CLASS 1=A, 2=B, 3=C, 4=D, 5=E AND 6=F. FLOW VECTOR IS DIRECTION TOWARD WHICH WIND IS BLOWING.



3.2

*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): STACK1 , STACK2 , STACK3 , STACK4 , STACK5 , STACK6 , STACK7 , STACK8 , STACK9 , STACK10 , *** NETWORK ID: POL1 ; NETWORK TYPE: GRIDPOLR *** ** CONC OF SPM IN MICROGRAMS/M**3 ** 500 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 10 11.48719 11.68139 11.71022 7.70085 4.53915 2.70342 1.58547 1.14842 0.8845 0.7023 0.57176 20 8.85921 12.22357 13.07423 10.4859 8.90108 7.7754 6.91105 6.22025 5.65434 5.18235 4.78296 30 6.39051 10.12256 19.72458 14.75843 10.81658 8.13939 6.36178 5.1443 4.27621 3.63381 3.14306 40 5.45434 12.86984 7.3502 3.73767 2.95436 2.44084 2.07972 1.81243 1.60673 1.44356 1.31094 50 4.44983 13.69921 6.70328 4.63675 3.49258 2.79835 2.3356 2.00559 1.75839 1.56624 1.41255 60 6.04603 21.80288 17.15479 10.24128 7.37086 5.71493 4.64665 3.90333 3.35751 2.94031 2.61138 70 6.55927 19.86928 19.80225 15.95242 13.5404 12.33403 11.07453 9.95537 9.00743 8.21257 7.54329 80 7.86899 24.4762 22.67848 11.83801 7.32346 5.34672 4.14716 3.35291 2.79306 2.37961 2.06314 90 9.6632 24.67383 15.52569 14.52283 12.93094 11.38941 10.08013 9.00507 8.12389 7.39537 6.78605 100 10.44312 24.62571 19.67419 9.63366 5.93124 4.00842 2.90651 2.21762 1.7568 1.43206 1.19366 110 13.89131 26.04592 16.02965 16.1527 14.29401 12.37998 10.74477 9.41192 8.33396 7.45675 6.73501 120 15.28648 22.14132 17.48691 8.28627 4.89121 3.1454 2.82747 2.59014 2.38096 2.19806 2.03813 130 16.95654 21.51072 16.8187 16.66523 14.14508 11.81313 9.9404 8.47362 7.32285 6.41009 5.67591 140 18.6216 21.76804 11.71244 5.56076 4.49142 4.14267 3.80373 3.49821 3.22941 2.99443 2.78884 150 16.92978 15.38194 19.56215 15.84989 11.8341 8.96482 6.96217 5.54536 4.5203 3.76015 3.27885 160 17.68143 20.16897 8.3966 7.60098 6.93814 6.5789 6.17351 5.7749 5.40353 5.0654 4.76047 170 19.54479 18.5774 18.30801 12.43596 8.33311 5.79654 4.58449 3.73909 3.12503 2.66353 2.30664 180 19.05182 15.07276 12.83977 11.741 10.65074 9.62912 8.72991 7.95692 7.29613 6.72997 6.24219 190 20.03874 19.29061 12.36561 6.90031 4.56262 3.24831 2.44215 1.91197 1.54373 1.27674 1.13547 200 21.23988 20.61743 18.69277 15.63119 13.0757 11.10019 9.58435 8.40532 7.47091 6.7163 6.09628 210 21.71635 15.8316 8.23119 6.28769 5.11177 4.3111 3.72768 3.28267 2.93165 2.64753 2.41275 220 24.52475 23.24868 18.10374 13.91254 11.04842 8.73596 7.06768 6.05605 5.28735 4.6852 4.20168 230 23.64016 20.91124 15.15361 11.11031 8.70929 7.14537 6.05077 5.24308 4.62295 4.132 3.73373 240 19.97238 14.62655 9.14975 6.64943 5.20949 4.27291 3.61514 3.12797 2.75276 2.45498 2.21297 250 26.09932 26.42369 21.50708 16.90501 13.74535 11.53381 9.92393 8.70754 7.75897 6.99966 6.37857 260 26.56065 22.52919 10.76717 6.43839 4.36466 3.20585 2.4842 1.9991 1.65427 1.39854 1.24902 270 23.4465 15.92132 15.43423 13.79522 12.09646 10.64015 9.45047 8.4832 7.68996 7.03133 6.47743 280 21.81021 24.99763 19.77779 11.44861 7.08165 5.31966 4.19736 3.42767 2.87273 2.45666 2.13485 290 24.29864 23.78599 7.9283 7.35015 6.57038 5.8629 5.4056 5.03939 4.70078 4.39469 4.12035 300 24.25086 17.2028 21.26965 17.00678 12.78677 9.79986 7.73742 6.28076 5.22006 4.42462 3.81222 310 23.4996 25.04152 12.17274 5.67473 3.10724 2.98931 2.87296 2.73296 2.58819 2.44753 2.31487 320 18.98604 20.95928 17.33501 16.6084 14.00265 11.65612 9.7998 8.35856 7.23209 6.33935 5.62081 330 20.34226 19.09429 17.10459 7.23477 3.43854 1.85371 1.69569 1.55347 1.42819 1.31844 1.22223 340 20.17761 23.45863 13.07367 13.48052 12.45071 11.17734 10.0023 8.98851 8.12928 7.40237 6.78473 350 15.14847 15.56454 20.19603 11.25899 6.67402 4.17091 2.84467 2.221 1.78879 1.47671 1.24357 360 11.09419 19.55654 8.34994 7.97529 7.80336 7.50371 7.10583 6.68253 6.27256 5.89102 5.54205



3.2

500m 1000m 2000m 3000m 4000m 5000m 6000m 7000m 8000m 9000m 10000m

10° 11.49 11.68 11.71 7.70 4.54 2.70 1.59 1.15 0.88 0.70 0.57

20° 8.86 12.22 13.07 10.49 8.90 7.78 6.91 6.22 5.65 5.18 4.78

30° 6.39 10.12 19.72 14.76 10.82 8.14 6.36 5.14 4.28 3.63 3.14

40° 5.45 12.87 7.35 3.74 2.95 2.44 2.08 1.81 1.61 1.44 1.31

50° 4.45 13.70 6.70 4.64 3.49 2.80 2.34 2.01 1.76 1.57 1.41

60° 6.05 21.80 17.15 10.24 7.37 5.71 4.65 3.90 3.36 2.94 2.61

70° 6.56 19.87 19.80 15.95 13.54 12.33 11.07 9.96 9.01 8.21 7.54

80° 7.87 24.48 22.68 11.84 7.32 5.35 4.15 3.35 2.79 2.38 2.06

90° 9.66 24.67 15.53 14.52 12.93 11.39 10.08 9.01 8.12 7.40 6.79

100° 10.44 24.63 19.67 9.63 5.93 4.01 2.91 2.22 1.76 1.43 1.19

110° 13.89 26.05 16.03 16.15 14.29 12.38 10.74 9.41 8.33 7.46 6.74

120° 15.29 22.14 17.49 8.29 4.89 3.15 2.83 2.59 2.38 2.20 2.04

130° 16.96 21.51 16.82 16.67 14.15 11.81 9.94 8.47 7.32 6.41 5.68

140° 18.62 21.77 11.71 5.56 4.49 4.14 3.80 3.50 3.23 2.99 2.79

150° 16.93 15.38 19.56 15.85 11.83 8.96 6.96 5.55 4.52 3.76 3.28

160° 17.68 20.17 8.40 7.60 6.94 6.58 6.17 5.77 5.40 5.07 4.76

170° 19.54 18.58 18.31 12.44 8.33 5.80 4.58 3.74 3.13 2.66 2.31

180° 19.05 15.07 12.84 11.74 10.65 9.63 8.73 7.96 7.30 6.73 6.24

190° 20.04 19.29 12.37 6.90 4.56 3.25 2.44 1.91 1.54 1.28 1.14

200° 21.24 20.62 18.69 15.63 13.08 11.10 9.58 8.41 7.47 6.72 6.10

210° 21.72 15.83 8.23 6.29 5.11 4.31 3.73 3.28 2.93 2.65 2.41

220° 24.52 23.25 18.10 13.91 11.05 8.74 7.07 6.06 5.29 4.69 4.20

230° 23.64 20.91 15.15 11.11 8.71 7.15 6.05 5.24 4.62 4.13 3.73

240° 19.97 14.63 9.15 6.65 5.21 4.27 3.62 3.13 2.75 2.45 2.21

250° 26.10 26.42 21.51 16.91 13.75 11.53 9.92 8.71 7.76 7.00 6.38

260° 26.56 22.53 10.77 6.44 4.36 3.21 2.48 2.00 1.65 1.40 1.25

270° 23.45 15.92 15.43 13.80 12.10 10.64 9.45 8.48 7.69 7.03 6.48

280° 21.81 25.00 19.78 11.45 7.08 5.32 4.20 3.43 2.87 2.46 2.13

290° 24.30 23.79 7.93 7.35 6.57 5.86 5.41 5.04 4.70 4.39 4.12

300° 24.25 17.20 21.27 17.01 12.79 9.80 7.74 6.28 5.22 4.42 3.81

310° 23.50 25.04 12.17 5.67 3.11 2.99 2.87 2.73 2.59 2.45 2.31

320° 18.99 20.96 17.34 16.61 14.00 11.66 9.80 8.36 7.23 6.34 5.62

330° 20.34 19.09 17.10 7.23 3.44 1.85 1.70 1.55 1.43 1.32 1.22

340° 20.18 23.46 13.07 13.48 12.45 11.18 10.00 8.99 8.13 7.40 6.78

350° 15.15 15.56 20.20 11.26 6.67 4.17 2.84 2.22 1.79 1.48 1.24

360° 11.09 19.56 8.35 7.98 7.80 7.50 7.11 6.68 6.27 5.89 5.54



3.2

*** ISCST3 - VERSION 02035 *** *** AIR POLLUTANT DISPERSION MODELING FOR I.E.RAI *** 05/09/11 *** *** 17:33:36 **MODELOPTs: PAGE 13 CONC RURAL FLAT DFAULT *** THE MAXIMUM 10 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): STACK1 , STACK2 , STACK3 , STACK4 , STACK5 , STACK6 , STACK7 , STACK8 , STACK9 , ACK10 , ** CONC OF SPM IN MICROGRAMS/M**3 ** RANK

CONC (YYMMDDHH)

AT RECEPTOR (XR,YR)

TYPE RANK CONC (YYMMDDHH)

AT RECEPTOR (XR,YR) OF

TYPE

1 26.56065 -9032919 AT ( -492.40, -86.82) GP 6 26.50802 -9032702 AT ( -492.40, -86.82) GP 2 26.5518 -9032921 AT ( -492.40, -86.82) GP 7 26.49937 -9031708 AT ( -492.40, -86.82) GP 3 26.52543 -9031903 AT ( -492.40, -86.82) GP 8 26.49074 -9011820 AT ( -492.40, -86.82) GP 4 26.52543 -9032402 AT ( -492.40, -86.82) GP 9 26.48216 -9022404 AT ( -492.40, -86.82) GP 5 26.50802 -9031803 AT ( -492.40, -86.82) GP 10 26.46507 -9011810 AT ( -492.40, -86.82) GP ---------------------------------------------------------------------------------------------------------------------------------------------------- DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZFLAG) OF TYPE GRID-ID --------------------------------------------------------------------------------------------------------------------------------------------------- HIGH 1ST HIGH VALUE IS 26.56065 ON 09032919: AT ( -492.40, -86.82, 0.00, 0.00) GP POL1 HIGH 2ND HIGH VALUE IS 26.55180 ON 09032921: AT ( -492.40, -86.82, 0.00, 0.00) GP POL1 --------------------------------------------------------------------------------------------------------------------------------------------------- *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR BD = BOUNDARY *** Message Summary : ISCST3 Model Execution *** --------- Summary of Total Messages -------- A Total of 0 Fatal Error Message(s) A Total of 0 Warning Message(s) A Total of 1 Informational Message(s) A Total of 1 Calm Hours Identified ******** FATAL ERROR MESSAGES ******** *** NONE *** ******** WARNING MESSAGES ******** *** NONE *** ************************************ *** ISCST3 Finishes Successfully *** ************************************



3.3

3.3 Meteorological Scenario Micro-meteorological data facilitates in identifying the major source(s) external to the project site that contributes to the local, sub-regional and regional degradation of air quality. Micro-meteorological parameters have considerable impact on the behavior of air pollutants. The transport and diffusion of the pollutants in the atmosphere are chiefly governed by meteorological factors. These indicators not only govern dispersion, diffusion and transportation of air pollutants but are capable of altering the nature of air pollutants too. A study of the meteorological characteristics of the area including wind speed and direction, rainfall, temperature and humidity has been undertaken to assess the effect of pollution on both, the animate and inanimate, receptors. Micro-meteorological data, as has been recorded in concurrence with ambient air quality monitoring period, is summarized as under. 3.3.1 General Climatic Conditions of Sonipat District The climate of Rai Site in District Sonepat is dry with an extremely hot summer and a cold winter. The weather becomes comparatively mild during the monsoon (period July to September). The post-monsoon months October and November constitute a transition period, prior to the onset of winter. Temperature The cold season starts towards the later half of November when day and night temperatures fall rapidly. January is the coldest month when the mean daily minimum temperature is 6 to 7°C in the winter months. During cold waves, the minimum temperature may go down to the freezing point of water, and frosts can occur. During the summer months of May and June, the maximum temperature sometimes reaches 47°C. Temperature drops considerably with the advancement of monsoon in June. However, the night temperature during this period continues to be high.

Humidity Humidity is considerably low during the greater part of the year. The district experiences high humidity only during the monsoon period. The period of minimum humidity (less than 20%) is between April and May. Rainfall The annual rainfall varies considerably from year to year. However, the maximum rainfall is experienced during the monsoon season, which reaches its peak in the month of July. Infact, the monsoon period accounts for 75% of the annual rainfall in the district. On an average there are 24 days in a year with rainfall of 2.5 mm (or more) per day in district Sonepat. Wind During the monsoon, the sky is heavily clouded, and winds are strong in this period. Winds are generally light during the post-monsoon and winter months. Region’s specific whether phenomena Sonepat experiences a high incidence of thunderstorms and dust storms often accompanied by violent squalls (andhis) during the period April to June. Sometimes the thunderstorms are being accompanied by heavy rain and occasionally by hail storms. In the winter months, fogs sometimes appear in the district.



3.3

3.3.2 Micro-meteorological monitoring Data in the vicinity of Proposed Project Site Micro-meteorological data of the proposed project site comprising of parameters like ambient air temperature, relative humidity, wind speed, wind direction, cloud cover etc. for the period mid Jan-2009 to mid Apr-2009 has been given in the annexure of this chapter. Micro-meteorological observation recorded from the analysis of yearly data can be summed up as:

(a) Wind Velocity, Wind Direction and Windrose Summary Wind velocity and direction plays the significant role on the dispersion of air-borne pollutants and therefore, have significant impact on the air quality of the area. A wind rose gives a very succinct but information-laden view of how wind speed and direction are typically distributed at a particular location. Presented in a circular format, the wind rose shows the frequency of winds blowing “from” particular directions. The length of each “spoke” around the circle is related to the frequency of time that the wind blows from a particular direction. Each concentric circle represents a different frequency, emanating from zero at the center to increasing frequencies at the outer circles. The wind roses shown here contain additional information, in that each spoke is broken down into discrete frequency categories that show the percentage of time that winds blow from a particular direction and at certain speed ranges. All wind roses shown here use 16 cardinal directions, such as north (N), NNE, NE, etc. (i) Windrose summary of 13 Jan, 2009 - 12 Feb 2009 Wind direction & wind velocity data analysis along with the windrose diagrams (24-hourly) for the period of 13 Jan, 2009 - 12 Feb 2009 has been illustrated below. Date Range 13 Jan, 2009 - 12 Feb 2009 Time Range (hrs) 00:00 - 23:00 Frequency Distribution (Count)

Wind Direction Wind speed m/s

0.5 - 2.1 2.1 - 3.6 3.6 - 5.7 5.7 - 8.8 8.8 – 11.1 >= 11.1 Total 348.75 - 11.25 8 2 0 0 0 0 10 11.25 - 33.75 17 0 0 0 0 0 1733.75 - 56.25 9 0 0 0 0 0 9 56.25 - 78.75 19 1 0 0 0 0 20 78.75 - 101.25 15 4 1 0 0 0 20 101.25 - 123.75 22 1 0 0 0 0 23 123.75 - 146.25 4 0 0 0 0 0 4146.25 - 168.75 3 4 1 0 0 0 8168.75 - 191.25 1 0 0 0 0 0 1 191.25 - 213.75 1 0 0 0 0 0 1 213.75 - 236.25 4 0 0 0 0 0 4 236.25 - 258.75 35 13 0 0 0 0 48 258.75 - 281.25 31 9 2 0 0 0 42281.25 - 303.75 140 36 6 0 0 0 182303.75 - 326.25 45 4 2 0 0 0 51 326.25 - 348.75 50 10 2 1 0 0 63 Sub-Total: 404 84 14 1 0 0 503 Calms: 223 Total: 726

Frequency of calm winds: 30.72%Average Wind Speed:1.06 m/s



3.3

Frequency Distribution (%)

Wind Direction Wind speed m/s0.5 - 2.1 2.1 - 3.6 3.6 - 5.7 5.7 - 8.8 8.8 – 11.1 >= 11.1 Total

348.75 - 11.25 1.10 0.28 0.00 0.00 0.00 0.00 1.38 11.25 - 33.75 2.34 0.00 0.00 0.00 0.00 0.00 2.34 33.75 - 56.25 1.24 0.00 0.00 0.00 0.00 0.00 1.24 56.25 - 78.75 2.62 0.14 0.00 0.00 0.00 0.00 2.7578.75 - 101.25 2.07 0.55 0.14 0.00 0.00 0.00 2.75101.25 - 123.75 3.03 0.14 0.00 0.00 0.00 0.00 3.17 123.75 - 146.25 0.55 0.00 0.00 0.00 0.00 0.00 0.55 146.25 - 168.75 0.41 0.55 0.14 0.00 0.00 0.00 1.10 168.75 - 191.25 0.14 0.00 0.00 0.00 0.00 0.00 0.14 191.25 - 213.75 0.14 0.00 0.00 0.00 0.00 0.00 0.14213.75 - 236.25 0.55 0.00 0.00 0.00 0.00 0.00 0.55236.25 - 258.75 4.82 1.79 0.00 0.00 0.00 0.00 6.61 258.75 - 281.25 4.27 1.24 0.28 0.00 0.00 0.00 5.79 281.25 - 303.75 19.28 4.96 0.83 0.00 0.00 0.00 25.07 303.75 - 326.25 6.20 0.55 0.28 0.00 0.00 0.00 7.02 326.25 - 348.75 6.89 1.38 0.28 0.14 0.00 0.00 8.68 Sub-Total: 55.65 11.57 1.93 0.14 0.00 0.00 69.28 Calms: 30.72 Total: 100.00%

Frequency of calm winds: 30.72%Average Wind Speed:1.06 m/s

Maximum wind velocity is observed varying between 2.1-7.2 m/s. The average wind speed has been estimated 1.06 m/s. The frequency of calm wind was estimated 30.72%. The predominant wind direction during the period mentioned above was WNW. The resultant wind direction was WNW and prevailing period was 56%.

Figure-5: Windrose diagram (24-hourly) for the period of Jan-Feb’2009



3.3

(ii) Windrose summary of 13 Feb, 2009 - 12 Mar, 2009 Wind direction & wind velocity data analysis along with the windrose diagram (24-hourly) for the period mentioned above has been illustrated below.

Date Range Feb 13 – Mar 12 Time Range 00:00 - 23:00 Frequency Distribution (Count)


0.5 - 2.1 2.1 - 3.6 3.6 - 5.7 5.7 - 8.8 8.8 – 11.1 >= 11.1 Total 348.75 - 11.25 2 0 0 0 0 0 2 11.25 - 33.75 15 4 0 0 0 0 19 33.75 - 56.25 5 0 0 0 0 0 5 56.25 - 78.75 16 0 0 0 0 0 16 78.75 - 101.25 15 0 0 0 0 0 15 101.25 - 123.75 19 1 0 0 0 0 20 123.75 - 146.25 6 0 0 0 0 0 6 146.25 - 168.75 7 3 0 0 0 0 10 168.75 - 191.25 3 0 0 0 0 0 3 191.25 - 213.75 11 0 0 0 0 0 11 213.75 - 236.25 2 0 0 0 0 0 2 236.25 - 258.75 24 7 1 0 0 0 32 258.75 - 281.25 38 18 4 0 0 0 60 281.25 - 303.75 184 65 18 0 0 0 267 303.75 - 326.25 59 21 4 1 0 0 85 326.25 - 348.75 61 14 1 0 0 0 76 Sub-Total: 467 133 28 1 0 0 629 Calms: 98 Total: 727

Frequency of calm winds: 13.48 %Average Wind Speed: 1.48m/s



0.5 - 2.1 2.1 - 3.6 3.6 - 5.7 5.7 - 8.8 8.8 – 11.1 >= 11.1 Total 348.75 - 11.25 0.28 0.00 0.00 0.00 0.00 0.00 0.28 11.25 - 33.75 2.06 0.55 0.00 0.00 0.00 0.00 2.61 33.75 - 56.25 0.69 0.00 0.00 0.00 0.00 0.00 0.69 56.25 - 78.75 2.20 0.00 0.00 0.00 0.00 0.00 2.20 78.75 - 101.25 2.06 0.00 0.00 0.00 0.00 0.00 2.06 101.25 - 123.75 2.61 0.14 0.00 0.00 0.00 0.00 2.75 123.75 - 146.25 0.83 0.00 0.00 0.00 0.00 0.00 0.83 146.25 - 168.75 0.96 0.41 0.00 0.00 0.00 0.00 1.38 168.75 - 191.25 0.41 0.00 0.00 0.00 0.00 0.00 0.41 191.25 - 213.75 1.51 0.00 0.00 0.00 0.00 0.00 1.51 213.75 - 236.25 0.28 0.00 0.00 0.00 0.00 0.00 0.28 236.25 - 258.75 3.30 0.96 0.14 0.00 0.00 0.00 4.40 258.75 - 281.25 5.23 2.48 0.55 0.00 0.00 0.00 8.25 281.25 - 303.75 25.31 8.94 2.48 0.00 0.00 0.00 36.73 303.75 - 326.25 8.12 2.89 0.55 0.14 0.00 0.00 11.69 326.25 - 348.75 8.39 1.93 0.14 0.00 0.00 0.00 10.45 Sub-Total %: 64.24 18.29 3.85 0.14 0.00 0.00 86.52 Calms: 13.48 Total: 100.00%

Frequency of calm winds: 13.48 %



3.3

Average Wind Speed:1.48 m/sMaximum wind velocity is observed varying between 2.1-6.7 m/s. The average wind speed has been estimated 1.48 m/s. The frequency of calm wind was estimated 13.48%. The predominant wind direction during study period was WNW. The resultant wind direction was WNW and prevailing period was 65%.

Figure-6: Windrose diagram (24-hourly) for the period of Feb-March’2009 (iii) Windrose summary of 13 Mar, 2009 - 13 Apr, 2009 Wind direction & wind velocity data analysis along with the windrose diagram (24-hourly) for the period mentioned above has been illustrated below.



3.3

Date Range Mar 13 – Apr 13 Time Range 00:00 - 23:00Frequency Distribution (Count)


0.5 - 2.1 2.1 - 3.6 3.6 - 5.7 5.7 - 8.8 8.8 – 11.1 >= 11.1 Total 348.75 - 11.25 6 1 0 0 0 0 7 11.25 – 33.75 48 5 0 0 0 0 53 33.75 – 56.25 4 0 0 0 0 0 4 56.25 – 78.75 32 5 5 0 0 0 42 78.75 – 101.25 7 1 0 0 0 0 8 101.25 - 123.75 30 9 4 0 0 0 43 123.75 - 146.25 0 0 1 0 0 0 1 146.25 - 168.75 14 10 3 0 0 0 27168.75 - 191.25 2 0 0 0 0 0 2191.25 - 213.75 7 0 0 0 0 0 7 213.75 - 236.25 0 0 0 0 0 0 0 236.25 - 258.75 13 4 0 0 0 0 17 258.75 - 281.25 5 1 0 0 0 0 6 281.25 - 303.75 142 40 20 0 0 0 202303.75 - 326.25 5 1 0 0 0 0 6326.25 - 348.75 102 12 1 0 0 0 115 Sub-Total: 417 89 34 0 0 0 540 Calms: 188 Total: 728

Frequency of calm winds: 25.82%Average Wind Speed: 1.23m/s



0.5 - 2.1 2.1 - 3.6 3.6 - 5.7 5.7 - 8.8 8.8 – 11.1 >= 11.1 Total 348.75 - 11.25 0.82 0.14 0.00 0.00 0.00 0.00 0.96 11.25 - 33.75 6.59 0.69 0.00 0.00 0.00 0.00 7.28 33.75 - 56.25 0.55 0.00 0.00 0.00 0.00 0.00 0.55 56.25 - 78.75 4.40 0.69 0.69 0.00 0.00 0.00 5.77 78.75 - 101.25 0.96 0.14 0.00 0.00 0.00 0.00 1.10 101.25 - 123.75 4.12 1.24 0.55 0.00 0.00 0.00 5.91123.75 - 146.25 0.00 0.00 0.14 0.00 0.00 0.00 0.14146.25 - 168.75 1.92 1.37 0.41 0.00 0.00 0.00 3.71 168.75 - 191.25 0.27 0.00 0.00 0.00 0.00 0.00 0.27 191.25 - 213.75 0.96 0.00 0.00 0.00 0.00 0.00 0.96 213.75 - 236.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 236.25 - 258.75 1.79 0.55 0.00 0.00 0.00 0.00 2.34258.75 - 281.25 0.69 0.14 0.00 0.00 0.00 0.00 0.82281.25 - 303.75 19.51 5.49 2.75 0.00 0.00 0.00 27.75 303.75 - 326.25 0.69 0.14 0.00 0.00 0.00 0.00 0.82 326.25 - 348.75 14.01 1.65 0.14 0.00 0.00 0.00 15.80 Sub-Total %: 57.28 12.23 4.67 0.00 0.00 0.00 74.18 Calms: 25.82Total: 100.00%

Frequency of calm winds: 25.82 %Average Wind Speed:1.23 m/s



3.3

Maximum wind velocity is observed varying between 3.6-5.7 m/s. The average wind speed has been estimated 1.23 m/s. The frequency of calm wind was estimated 25.82%. The predominant wind directions during the study period was observed from WNW. The resultant wind direction was NNW and prevailing period was 49%.

Figure-7: Windrose diagram (24-hourly) for the period of March-April’2009 (iv) Windrose and summary of Three months with resultant vector 13 Jan, 2009 - 13 Apr, 2009 Wind direction & wind velocity data analysis along with the windrose diagrams (24-hourly) for the entire study period of three months has been illustrated below. Date Range Jan 13 - Apr 13 Time Range 00:00 - 23:00 Frequency Distribution (Count) Wind Direction Wind speed m/s

0.5 - 2.1 2.1 - 3.6 3.6 - 5.7 5.7 - 8.8 8.8 – 11.1 >= 11.1 Total348.75 - 11.25 20 4 0 0 0 0 24 11.25 - 33.75 115 10 0 0 0 0 125 33.75 - 56.25 17 0 0 0 0 0 17 56.25 - 78.75 83 11 10 0 0 0 104 78.75 - 101.25 29 6 1 0 0 0 36 101.25 - 123.75 82 19 8 0 0 0 109 123.75 - 146.25 4 0 2 0 0 0 6 146.25 - 168.75 31 24 7 0 0 0 62 168.75 - 191.25 5 0 0 0 0 0 5 191.25 - 213.75 15 0 0 0 0 0 15 213.75 - 236.25 4 0 0 0 0 0 4 236.25 - 258.75 61 21 0 0 0 0 82 258.75 - 281.25 41 11 2 0 0 0 54 281.25 - 303.75 424 116 46 0 0 0 586



3.3

303.75 - 326.25 55 6 2 0 0 0 63 326.25 - 348.75 254 34 4 1 0 0 293 Sub-Total: 1240 262 82 1 0 0 1585 Calms: 599 Total: 2184

Frequency of calm winds: 27.43%Average Wind Speed: 1.17m/s



0.5 - 2.1 2.1 - 3.6 3.6 - 5.7 5.7 - 8.8 8.8 – 11.1 >= 11.1 Total 348.75 - 11.25 0.92 0.18 0.00 0.00 0.00 0.00 1.10 11.25 - 33.75 5.27 0.46 0.00 0.00 0.00 0.00 5.72 33.75 - 56.25 0.78 0.00 0.00 0.00 0.00 0.00 0.78 56.25 - 78.75 3.80 0.50 0.46 0.00 0.00 0.00 4.7678.75 - 101.25 1.33 0.27 0.05 0.00 0.00 0.00 1.65 101.25 - 123.75 3.75 0.87 0.37 0.00 0.00 0.00 4.99 123.75 - 146.25 0.18 0.00 0.09 0.00 0.00 0.00 0.27 146.25 - 168.75 1.42 1.10 0.32 0.00 0.00 0.00 2.84 168.75 - 191.25 0.23 0.00 0.00 0.00 0.00 0.00 0.23 191.25 - 213.75 0.69 0.00 0.00 0.00 0.00 0.00 0.69 213.75 - 236.25 0.18 0.00 0.00 0.00 0.00 0.00 0.18 236.25 - 258.75 2.79 0.96 0.00 0.00 0.00 0.00 3.75 258.75 - 281.25 1.88 0.50 0.09 0.00 0.00 0.00 2.47 281.25 - 303.75 19.41 5.31 2.11 0.00 0.00 0.00 26.83303.75 - 326.25 2.52 0.27 0.09 0.00 0.00 0.00 2.88 326.25 - 348.75 11.63 1.56 0.18 0.05 0.00 0.00 13.42 Sub-Total %: 56.78 12.00 3.75 0.05 0.00 0.00 72.57 Calms: 27.43 Total: 100.00%

Frequency of calm winds: 27.43%Average Wind Speed: 1.17 m/s

Maximum wind velocity is observed varying between 3.6-5.7 m/s. The average wind speed has been estimated 1.17 m/s. The frequency of calm wind was estimated 27.43%. The predominant wind direction during study period was observed from WNW.

Figure-8: Windrose diagram (24-hourly) for the period of Jan-April’2009



3.3

(b) Rainfall Following table describes the month wise last five years i.e (2004 to 2008) data of rainfall (r/f) in mm together with %departure of rainfall from the long period average values.

Table-3.3 (a) Meteorological Scenario in the region Month 2004 2005 2006 2007 2008 2009

R/F %Dep R/F %Dep R/F %Dep R/F %Dep R/F %Dep R/F %Dep Jan 26.6 32 13.5 -33 0.0 -100 0.0 -100 0.0 -100 0.0 -100 Feb 0.0 -100 34.0 118 0.0 -100 17.0 9 0.0 -100 19.0 22 March 0.0 -100 40.2 170 10.0 -33 9.0 -40 0.0 -100 12.5 -16 April 12.5 36 3.0 -68 0.0 -100 0.0 -100 3.0 -68 23.3 148May 51.8 267 2.5 -83 61.5 330 42.0 194 41.0 187 4.0 -72 June 41.8 -1 36.5 -14 37.9 -10 23.3 -45 133.1 215 18.5 -56 July 10.0 -95 157.0 -22 128.3 -36 92.3 -54 196.2 -2 - - Aug 342.5 85 44.8 -76 15.3 -92 64.3 -65 272.5 47 - - Sept 16.3 -83 224.2 136 53.2 -44 56.2 -41 122.3 29 - - Oct 102.1 429 0.0 -100 0.0 -100 0.0 -100 0.0 -100 - - Nov 0 -100 0 -100 0 -100 0 -100 23.3 331 - - Dec 0.3 -96 0 -100 0 -100 0 -100 0 -100 - - R/F = Rainfall (in

mm); %Dep : Departure of rainfall from long period

average; n.a Data not available

(Source: Regional Meteorological Centre, New Delhi) (c) Relative Humidity (RH) Moisture in the atmosphere changes the nature and characteristics of the pollutants. Fog provides surface area for suspended dust to coalesce and flow in size to settle out from the atmosphere and also enhance the chemical reaction of the gaseous pollutants. ♦ Daily minimum relative humidity varied between 11-78 % RH. ♦ Daily maximum relative humidity varied between 58-91 % RH.

(d) Temperature Temperature plays the prominent role in advection, convection, dispersion and diffusion of the pollutant and is a very significant attribute to describe local environment. During study period, which spanned over a period of three months has been described below: ♦ Daily minimum temperature varied between 9-22°C. ♦ Daily maximum temperature varied between 17-36°C. ♦ Daily minimum wind speed varied between 0-5 m/s. ♦ Daily maximum wind speed varied between 2.9-25.5 m/s.

Table-3.3 (b)Meteorological Scenario in the vicinity of proposed project site (Daily Mean Max/Min Temperature, RH & WS)

Date Temperature °C

Relative Humidity (%) Wind Speed (m/s)

Min Max Min Max Min Max 13.01.09 13.0 19.0 58 90 0.2 3.3 14.01.09 10.0 25.0 28 90 0.7 8.3 15.01.09 10.0 21.0 47 88 0.2 8.4 16.01.09 13.0 22.0 42 80 0.0 3.7 17.01.09 13.0 20.0 68 90 1.4 9.8 18.01.09 11.0 21.0 72 90 0.1 7.6 19.01.09 12.0 19.0 63 89 1.2 12.8 20.01.09 9.0 18.0 11 89 0.8 6.3 21.01.09 11.0 20.0 56 89 0.8 25.5 22.01.09 10.0 21.0 42 89 1.9 13.9 23.01.09 10.0 22.0 43 88 2.6 12.2 24.01.09 9.0 22.0 50 89 1.9 12.6 25.01.09 9.0 22.0 57 90 0.3 11.3



3.3



Min Max Min Max Min Max 26.01.09 11.0 24.0 38 89 1.6 7.1 27.01.09 11.0 22.0 48 89 0.1 13.7 28.01.09 9.0 21.0 42 89 1.5 12.7 29.01.09 9.0 21.0 48 88 0.5 2.9 30.01.09 10.0 21.0 48 88 0.1 12.9 31.01.09 10.0 21.0 42 89 1.1 12.9 01.02.09 10.0 21.0 42 78 0.8 9.6 02.02.09 9.0 22.0 40 89 0.1 6.2 03.02.09 10.0 23.0 50 89 0.1 4.4 04.02.09 10.0 24.0 45 88 0.1 5.8 05.02.09 13.0 25.0 41 89 0.6 18.6 06.02.09 14.0 25.0 47 89 1.1 14.7 07.02.09 11.0 21.0 46 89 0.9 12.1 08.02.09 9.0 21.0 40 88 0.7 6.4 09.02.09 9.0 23.0 45 89 0.5 4.2 10.02.09 13.0 22.0 56 89 0.8 7.7 11.02.09 10.0 17.0 78 89 1.3 5.4 12.02.09 10.0 21.0 57 89 0.1 11.8 13.02.09 10.0 23.0 50 89 1.1 4.9 14.02.09 14.0 23.0 48 89 0.6 8.0 15.02.09 11.0 21.0 48 89 1.4 10.9 16.02.09 9.0 21.0 42 88 1.3 16.2 17.02.09 10.0 21.0 48 88 0.9 10.7 18.02.09 10.0 23.0 45 89 1.8 11.2 19.02.09 10.0 23.0 38 88 0.2 14.3 20.02.09 13.0 24.0 45 79 0.1 12.6 21.02.09 14.0 24.0 52 79 0.3 14.8 22.02.09 13.0 25.0 31 80 0.2 9.4 23.02.09 15.0 28.0 33 79 0.2 5.7 24.02.09 16.0 27.0 49 80 0.2 17.0 25.02.09 16.0 26.0 36 80 1.2 19.8 26.02.09 13.0 25.0 33 79 1.9 11.4 27.02.09 13.0 25.0 33 78 0.3 14.1 28.02.09 12.0 24.0 27 78 3.7 21.8 01.03.09 12.0 26.0 35 77 4.2 14.9 02.03.09 14.0 28.0 38 90 0.8 12.1 03.03.09 16.0 30.0 42 91 0.1 11.8 04.03.09 19.0 30.0 31 81 0.2 10.1 05.03.09 17.0 27.0 38 82 2.2 16.3 06.03.09 14.0 29.0 28 78 1.3 8.2 07.03.09 17.0 29.0 29 81 2.7 14.7 08.03.09 14.0 26.0 35 79 0.4 12.8 09.03.09 14.0 28.0 28 78 0.2 5.5 10.03.09 14.0 28.0 28 70 0.3 9.7 11.03.09 13.0 27.0 26 78 1.9 18.1 12.03.09 13.0 28.0 30 77 3.5 15.8 13.03.09 14.0 29.0 35 79 0.7 7.4 14.03.09 17.0 30.0 42 80 0.4 6.6 15.03.09 18.0 29.0 29 80 0.1 8.2 16.03.09 17.0 28.0 45 73 0.1 8.3 17.03.09 18.0 30.0 36 81 0.1 10.3 18.03.09 19.0 32.0 29 73 0.2 5.7 19.03.09 20.0 32.0 29 74 0.1 11.2 20.03.09 19.0 31.0 33 73 0.4 11.8 21.03.09 16.0 30.0 31 80 0.4 7.1 22.03.09 18.0 31.0 31 81 0.4 7.1 23.03.09 19.0 31.0 33 73 0.9 5.5 24.03.09 20.0 32.0 36 73 0.1 15.5 25.03.09 19.0 29.0 46 81 0.7 9.5 26.03.09 16.0 28.0 38 81 0.2 6.9 27.03.09 19.0 26.0 61 81 0.8 6.8 28.03.09 17.0 29.0 52 82 1.2 9.8 29.03.09 19.0 29.0 51 83 0.2 5.6 30.03.09 18.0 28.0 39 82 3.0 15.1 31.03.09 17.0 30.0 31 80 5.0 18.6 01.04.09 17.0 32.0 29 80 0.1 14.1



3.3



Min Max Min Max Min Max 02.04.09 22.0 34.0 32 68 0.1 10.8 03.04.09 22.0 34.0 25 58 0.4 9.4 04.04.09 20.0 32.0 27 73 0.6 16.8 05.04.09 18.0 33.0 27 64 0.8 14.9 06.04.09 22.0 33.0 37 68 0.7 9.6 07.04.09 19.0 33.0 25 65 1.9 5.7 08.04.09 18.0 31.0 37 81 4.3 15.3 09.04.09 17.0 27.0 49 81 2.5 8.5 10.04.09 16.0 30.0 31 80 1.1 14.4 11.04.09 16.0 34.0 27 80 1.2 12.3 12.04.09 21.0 36.0 33 67 0.6 11.2 13.04.09 20.0 36.0 30 73 0.2 11.9 Average 14.2 26.1 40.4 82.0 1.0 10.9

Minimum 9 17 11 58 0 2.9 Maximum 22 36 78 91 5 25.5



3.3

Table no 3.3 (C): Micro-meteorological data

Date Hrs Wind

Dir Wind Speed (m/s)

Temp °C

% RH Cloudiness Date Hrs Wind Dir

Wind Speed (m/s)

Temp °C

% RH Cloudiness

13.01.09 0 ESE - 15.0 58 0.0 14.01.09 0 E 0.7 14.0 67 0.0 13.01.09 1 ESE 1.7 15.0 68 0.0 14.01.09 1 ES 0.8 15.0 78 0.0 13.01.09 2 SE 1.3 14.0 67 0.0 14.01.09 2 ES 1.4 16.0 69 0.0 13.01.09 3 SE 2.4 15.0 78 0.0 14.01.09 3 ESE 2.7 18.0 90 2.0 13.01.09 4 SSE 1.5 16.0 79 2.0 14.01.09 4 ESE 1.5 18.0 90 0.0 13.01.09 5 ESE 1.8 13.0 77 2.0 14.01.09 5 ESE 1.2 12.0 88 0.0 13.01.09 6 ESE 2.7 15.0 78 2.0 14.01.09 6 ESE 2.0 11.0 87 0.0 13.01.09 7 SSE 3.3 14.0 67 2.0 14.01.09 7 ESE 0.9 15.0 78 0.0 13.01.09 8 E 0.3 17.0 80 0.0 14.01.09 8 ESE 2.3 14.0 78 0.0 13.01.09 9 SE 0.4 18.0 71 0.0 14.01.09 9 ESE 2.9 10.0 87 0.0 13.01.09 10 SSE 0.6 17.0 90 2.0 14.01.09 10 ESE 2.7 16.0 50 0.0 13.01.09 11 ESE 0.8 19.0 90 0.0 14.01.09 11 SE 2.9 17.0 70 0.0 13.01.09 12 ESE 1.8 19.0 80 0.0 14.01.09 12 ESE 5.0 25.0 28 0.0 13.01.09 13 E 0.6 18.0 71 0.0 14.01.09 13 SE 2.9 20.0 64 0.0 13.01.09 14 SE 0.3 16.0 79 0.0 14.01.09 14 ESE 5.4 22.0 58 0.0 13.01.09 15 SE 0.8 15.0 78 0.0 14.01.09 15 ESE 5.6 15.0 78 0.0 13.01.09 16 SSE 1.1 19.0 72 0.0 14.01.09 16 ESE 8.3 22.0 66 0.0 13.01.09 17 ESE 0.6 18.0 80 2.0 14.01.09 17 ESE 8.2 18.0 80 0.0 13.01.09 18 ESE 0.2 17.0 80 0.0 14.01.09 18 E 1.5 20.0 73 2.0 13.01.09 19 E 1.3 16.0 79 0.0 14.01.09 19 E 4.7 21.0 49 2.0 13.01.09 20 SSE 0.7 18.0 71 0.0 14.01.09 20 E 2.0 15.0 68 2.0 13.01.09 21 SSE 0.3 14.0 78 0.0 14.01.09 21 ESE 2.7 14.0 78 0.0 13.01.09 22 SE 0.5 13.0 77 0.0 14.01.09 22 ESE 3.8 17.0 52 0.0 13.01.09 23 ESE 0.3 14.0 67 0.0 14.01.09 23 ESE 4.9 18.0 36 0.0

15.01.09 0 E 1.1 18.0 80 0.0 16.01.09 0 ESE 0.1 14.0 78 0.0 15.01.09 1 ENE 0.2 11.0 87 2.0 16.01.09 1 E 0.1 16.0 79 0.0 15.01.09 2 ENE 0.4 16.0 47 2.0 16.01.09 2 ENE 0.0 17.0 80 0.0 15.01.09 3 ENE 1.2 13.0 88 0.0 16.01.09 3 ENE 0.1 15.0 78 0.0 15.01.09 4 ENE 1.3 10.0 74 0.0 16.01.09 4 ENE 0.1 16.0 69 0.0 15.01.09 5 E 0.5 12.0 65 0.0 16.01.09 5 ENE 0.2 15.0 68 0.0 15.01.09 6 ENE 1.1 13.0 77 0.0 16.01.09 6 ENE 0.1 14.0 78 0.0 15.01.09 7 E 1.2 12.0 65 0.0 16.01.09 7 ENE 0.3 13.0 66 0.0 15.01.09 8 E 0.7 10.0 74 0.0 16.01.09 8 ENE 0.2 15.0 78 0.0 15.01.09 9 SE 0.8 15.0 68 0.0 16.01.09 9 ENE 0.1 17.0 70 2.0 15.01.09 10 SSE 0.6 13.0 88 0.0 16.01.09 10 NNW 0.4 18.0 80 2.0 15.01.09 11 SSE 6.5 19.0 63 0.0 16.01.09 11 NNW 0.4 19.0 63 4.0 15.01.09 12 SSE 1.6 20.0 56 0.0 16.01.09 12 SSE 0.6 20.0 64 0.0 15.01.09 13 SSE 5.5 21.0 49 0.0 16.01.09 13 SE 1.8 21.0 49 2.0 15.01.09 14 SSE 2.9 21.0 73 2.0 16.01.09 14 ESE 2.2 21.0 42 2.0 15.01.09 15 SSE 8.4 20.0 56 2.0 16.01.09 15 SSE 2.6 22.0 50 4.0 15.01.09 16 SSE 3.7 20.0 48 0.0 16.01.09 16 SSE 3.7 18.0 71 2.0 15.01.09 17 SSE 1.1 19.0 54 0.0 16.01.09 17 S 3.5 19.0 72 2.0 15.01.09 18 ESE 2.7 18.0 80 0.0 16.01.09 18 S 0.6 18.0 71 0.0 15.01.09 19 ESE 0.8 15.0 78 0.0 16.01.09 19 S 0.2 17.0 80 4.0 15.01.09 20 ESE 0.6 17.0 80 0.0 16.01.09 20 SE 0.2 17.0 70 2.0 15.01.09 21 E 0.5 16.0 69 0.0 16.01.09 21 SE 0.2 16.0 69 0.0 15.01.09 22 E 0.4 15.0 78 0.0 16.01.09 22 ESE 0.4 15.0 78 0.0 15.01.09 23 E 1.2 16.0 79 0.0 16.01.09 23 ESE 0.5 14.0 67 0.0

17.01.09 0 S 2.9 15.0 78 6.0 18.01.09 0 W 0.1 17.0 90 8.0 17.01.09 1 E 1.7 13.0 77 2.0 18.01.09 1 WSW 1.1 15.0 78 6.0 17.01.09 2 E 3.5 15.0 78 2.0 18.01.09 2 WSW 0.4 14.0 89 8.0 17.01.09 3 E 2.2 16.0 79 4.0 18.01.09 3 SW 1.2 13.0 88 8-R 17.01.09 4 ENE 5.7 14.0 78 4.0 18.01.09 4 WSW 0.6 11.0 87 8-R 17.01.09 5 ENE 2.8 13.0 88 6.0 18.01.09 5 W 0.9 12.0 76 8.0 17.01.09 6 ENE 3.3 15.0 78 8.0 18.01.09 6 W 2.7 15.0 89 8-R 17.01.09 7 ENE 2.8 13.0 77 8-R 18.01.09 7 WNW 0.5 14.0 78 8.0 17.01.09 8 NE 2.5 14.0 89 8.0 18.01.09 8 WNW 1.2 11.0 87 8.0 17.01.09 9 ESE 5.8 15.0 89 8.0 18.01.09 9 WSW 0.9 15.0 89 6.0 17.01.09 10 SSW 3.9 16.0 79 8.0 18.01.09 10 WSW 4.5 18.0 90 6.0 17.01.09 11 SSW 1.4 15.0 78 8.0 18.01.09 11 SW 4.8 16.0 79 4.0 17.01.09 12 SE 3.2 17.0 80 4.0 18.01.09 12 SSW 4.2 19.0 72 4.0 17.01.09 13 SE 2.3 14.0 78 4.0 18.01.09 13 WSW 5.4 21.0 73 2.0 17.01.09 14 SSE 2.4 15.0 68 2.0 18.01.09 14 WSW 4.8 20.0 81 2.0 17.01.09 15 SSE 3.7 20.0 81 4.0 18.01.09 15 WSW 4.5 19.0 81 4.0 17.01.09 16 W 9.8 19.0 81 8.0 18.01.09 16 SSW 2.8 21.0 73 2.0 17.01.09 17 W 1.9 18.0 80 8.0 18.01.09 17 S 7.6 18.0 80 6.0 17.01.09 18 SSE 3.2 17.0 80 6.0 18.01.09 18 SW 6.8 19.0 81 8.0 17.01.09 19 SE 2.5 16.0 89 6.0 18.01.09 19 WSW 0.2 18.0 90 8.0 17.01.09 20 SSE 3.2 17.0 90 6.0 18.01.09 20 WSW 0.3 16.0 89 6.0 17.01.09 21 SSE 1.7 16.0 79 8.0 18.01.09 21 W 0.3 14.0 89 8.0 17.01.09 22 SE 3.6 15.0 89 6.0 18.01.09 22 WSW 0.4 14.0 78 6.0 17.01.09 23 SSE 1.9 13.0 77 6.0 18.01.09 23 WSW 0.4 13.0 77 6.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

19.01.09 0 E 2.6 12.0 88 4.0 20.01.09 0 ESE 4.3 11.0 87 2.0 19.01.09 1 S 11.8 15.0 78 6.0 20.01.09 1 E 2.2 14.0 78 2.0 19.01.09 2 SW 3.2 16.0 89 6.0 20.01.09 2 E 3.8 13.0 77 0.0 19.01.09 3 SW 3.5 12.0 88 8.0 20.01.09 3 ESE 2.7 15.0 78 0.0 19.01.09 4 SSW 4.6 15.0 78 6.0 20.01.09 4 ESE 5.8 14.0 89 0.0 19.01.09 5 WSW 5.8 12.0 76 8.0 20.01.09 5 SE 6.3 13.0 77 0.0 19.01.09 6 WSW 2.8 14.0 89 8.0 20.01.09 6 SSE 6.3 12.0 88 0.0 19.01.09 7 SSE 2.3 13.0 77 8.0 20.01.09 7 S 0.9 10.0 87 0.0 19.01.09 8 SSE 1.8 15.0 89 8.0 20.01.09 8 ESE 1.7 11.0 75 2.0 19.01.09 9 SE 3.8 14.0 78 8.0 20.01.09 9 E 0.8 9.0 86 2.0 19.01.09 10 ESE 5.4 15.0 78 8.0 20.01.09 10 ESE 3.9 10.0 87 0.0 19.01.09 11 ESE 6.6 17.0 80 4.0 20.01.09 11 ESE 1.6 12.0 88 0.0 19.01.09 12 ESE 12.8 17.0 80 0.0 20.01.09 12 ESE 0.8 13.0 88 0.0 19.01.09 13 ESE 5.9 18.0 71 0.0 20.01.09 13 SE 2.0 16.0 89 2.0 19.01.09 14 SE 10.5 19.0 72 0.0 20.01.09 14 ESE 2.3 18.0 62 2.0 19.01.09 15 ESE 10.8 19.0 63 2.0 20.01.09 15 ESE 2.3 17.0 80 2.0 19.01.09 16 SSE 11.3 18.0 71 2.0 20.01.09 16 ESE 1.8 17.0 61 2.0 19.01.09 17 SSE 6.7 19.0 72 2.0 20.01.09 17 E 1.0 15.0 78 2.0 19.01.09 18 SE 6.2 15.0 78 2.0 20.01.09 18 SE 2.8 16.0 79 2.0 19.01.09 19 SE 3.5 15.0 78 2.0 20.01.09 19 SE 1.4 14.0 78 2.0 19.01.09 20 ESE 11.3 17.0 80 2.0 20.01.09 20 ESE 1.2 14.0 67 2.0 19.01.09 21 ESE 2.4 14.0 78 2.0 20.01.09 21 ESE 3.3 15.0 78 2.0 19.01.09 22 E 1.2 13.0 77 2.0 20.01.09 22 SE 1.2 14.0 78 2.0 19.01.09 23 SE 4.3 13.0 77 2.0 20.01.09 23 ESE 1.5 13.0 11 2.0

21.01.09 0 SE 0.8 13.0 77 4.0 22.01.09 0 ESE 13.9 11.0 75 2.0 21.01.09 1 ESE 2.6 12.0 76 2.0 22.01.09 1 SE 8.8 12.0 76 2.0 21.01.09 2 ESE 7.2 11.0 87 2.0 22.01.09 2 ESE 5.8 11.0 87 0.0 21.01.09 3 ESE 11.6 14.0 78 2.0 22.01.09 3 ESE 7.3 12.0 88 0.0 21.01.09 4 E 16.7 14.0 89 2.0 22.01.09 4 ESE 4.5 10.0 74 0.0 21.01.09 5 ESE 12.5 13.0 77 2.0 22.01.09 5 E 4.9 12.0 76 0.0 21.01.09 6 S 10.3 12.0 76 2.0 22.01.09 6 E 3.6 13.0 77 0.0 21.01.09 7 SE 13.3 13.0 88 2.0 22.01.09 7 ENE 2.2 12.0 76 2.0 21.01.09 8 SSE 11.6 11.0 63 2.0 22.01.09 8 ENE 3.7 11.0 75 2.0 21.01.09 9 SSE 12.9 12.0 88 2.0 22.01.09 9 ESE 6.7 11.0 87 2.0 21.01.09 10 SSE 13.7 13.0 77 2.0 22.01.09 10 E 4.5 13.0 77 2.0 21.01.09 11 ESE 12.9 14.0 78 2.0 22.01.09 11 E 4.8 15.0 78 2.0 21.01.09 12 ESE 16.3 15.0 78 2.0 22.01.09 12 ENE 3.5 16.0 69 2.0 21.01.09 13 E 14.7 17.0 61 4.0 22.01.09 13 ESE 12.1 19.0 54 2.0 21.01.09 14 ESE 18.2 18.0 62 2.0 22.01.09 14 ESE 10.2 19.0 46 2.0 21.01.09 15 ESE 11.3 20.0 56 2.0 22.01.09 15 SSE 10.5 21.0 42 2.0 21.01.09 16 ESE 16.1 19.0 63 2.0 22.01.09 16 ESE 8.8 20.0 56 2.0 21.01.09 17 SE 16.2 18.0 80 2.0 22.01.09 17 ESE 7.8 19.0 54 2.0 21.01.09 18 SSE 25.5 15.0 78 2.0 22.01.09 18 ESE 5.1 16.0 79 2.0 21.01.09 19 SSE 19.2 16.0 59 2.0 22.01.09 19 ESE 2.6 15.0 78 2.0 21.01.09 20 ESE 6.6 17.0 80 2.0 22.01.09 20 SE 1.9 16.0 79 0.0 21.01.09 21 ESE 8.3 16.0 89 2.0 22.01.09 21 SSE 2.6 15.0 89 0.0 21.01.09 22 E 5.5 14.0 78 2.0 22.01.09 22 ESE 2.8 15.0 78 0.0 21.01.09 23 E 8.7 14.0 89 2.0 22.01.09 23 ESE 2.5 13.0 77 2.0

23.01.09 0 E 2.6 11.0 87 4.0 24.01.09 0 SSE 1.9 11.0 87 8-R 23.01.09 1 ESE 4.4 10.0 87 0.0 24.01.09 1 ESE 8.3 10.0 87 0.0 23.01.09 2 ESE 5.2 10.0 74 0.0 24.01.09 2 ESE 5.3 11.0 75 0.0 23.01.09 3 SE 4.5 12.0 76 2.0 24.01.09 3 ENE 5.2 10.0 74 2.0 23.01.09 4 SSE 9.1 11.0 75 4.0 24.01.09 4 ENE 6.6 9.0 86 0.0 23.01.09 5 ESE 7.8 13.0 77 2.0 24.01.09 5 E 7.5 11.0 87 0.0 23.01.09 6 ENE 7.8 13.0 88 2.0 24.01.09 6 E 7.3 12.0 76 0.0 23.01.09 7 E 8.5 11.0 87 2.0 24.01.09 7 ESE 7.3 12.0 88 0.0 23.01.09 8 ESE 12.2 13.0 88 2.0 24.01.09 8 E 8.8 13.0 77 2.0 23.01.09 9 ESE 4.3 14.0 78 2.0 24.01.09 9 ENE 9.5 13.0 88 2.0 23.01.09 10 ENE 9.4 16.0 79 2.0 24.01.09 10 ESE 11.6 15.0 78 0.0 23.01.09 11 ESE 8.8 18.0 62 2.0 24.01.09 11 ESE 7.5 15.0 89 0.0 23.01.09 12 ESE 10.3 20.0 56 0.0 24.01.09 12 E 6.5 16.0 79 2.0 23.01.09 13 ESE 11.2 21.0 49 2.0 24.01.09 13 ENE 12.6 18.0 71 2.0 23.01.09 14 ESE 12.1 22.0 43 2.0 24.01.09 14 ENE 11.3 22.0 58 2.0 23.01.09 15 ESE 7.3 22.0 50 0.0 24.01.09 15 E 11.1 22.0 50 2.0 23.01.09 16 SE 6.5 21.0 65 2.0 24.01.09 16 ENE 11.7 21.0 65 2.0 23.01.09 17 SE 5.7 20.0 64 2.0 24.01.09 17 ENE 12.1 20.0 73 2.0 23.01.09 18 SSE 8.4 20.0 56 2.0 24.01.09 18 ENE 7.3 21.0 73 2.0 23.01.09 19 SSE 9.4 18.0 62 2.0 24.01.09 19 ESE 6.4 20.0 73 4.0 23.01.09 20 SE 9.7 19.0 63 4.0 24.01.09 20 ESE 7.4 18.0 80 4.0 23.01.09 21 ESE 7.9 17.0 70 4.0 24.01.09 21 E 7.7 17.0 70 4.0 23.01.09 22 ESE 7.6 15.0 78 2.0 24.01.09 22 ESE 6.2 15.0 78 4.0 23.01.09 23 E 12.1 13.0 77 4.0 24.01.09 23 SE 2.4 12.0 88 8.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

25.01.09 0 WNW 0.3 13.0 77 8.0 26.01.09 0 SE 2.3 11.0 87 0.0 25.01.09 1 SSE 0.4 11.0 87 8.0 26.01.09 1 WNW 7.1 13.0 77 4.0 25.01.09 2 S 2.3 10.0 74 8.0 26.01.09 2 NW 1.7 12.0 88 4.0 25.01.09 3 SSW 1.4 10.0 87 8.0 26.01.09 3 WNW 1.8 12.0 76 2.0 25.01.09 4 SSW 1.8 9.0 86 8.0 26.01.09 4 WSW 3.8 11.0 87 2.0 25.01.09 5 SW 1.4 10.0 87 8.0 26.01.09 5 SE 4.3 12.0 88 2.0 25.01.09 6 W 1.7 11.0 75 8.0 26.01.09 6 ESE 3.9 13.0 88 0.0 25.01.09 7 WSW 1.5 11.0 87 8.0 26.01.09 7 ESE 4.2 14.0 78 0.0 25.01.09 8 WSW 1.9 12.0 88 8.0 26.01.09 8 ENE 3.4 14.0 89 0.0 25.01.09 9 W 8.3 13.0 88 4.0 26.01.09 9 ENE 2.9 15.0 68 0.0 25.01.09 10 WNW 6.6 14.0 78 2.0 26.01.09 10 ESE 5.3 17.0 70 0.0 25.01.09 11 W 7.7 15.0 89 2.0 26.01.09 11 ESE 4.9 17.0 70 0.0 25.01.09 12 WSW 7.4 18.0 71 0.0 26.01.09 12 SE 4.4 19.0 63 0.0 25.01.09 13 WNW 7.7 20.0 64 2.0 26.01.09 13 ESE 5.1 21.0 57 0.0 25.01.09 14 WNW 6.6 22.0 58 2.0 26.01.09 14 ESE 5.2 22.0 43 0.0 25.01.09 15 WNW 7.2 21.0 57 2.0 26.01.09 15 ESE 5.2 23.0 38 0.0 25.01.09 16 W 8.7 22.0 58 2.0 26.01.09 16 SE 4.3 23.0 52 0.0 25.01.09 17 W 8.4 20.0 64 2.0 26.01.09 17 ESE 6.2 24.0 53 0.0 25.01.09 18 WNW 4.7 21.0 65 2.0 26.01.09 18 ESE 1.6 22.0 58 0.0 25.01.09 19 WSW 6.5 19.0 81 4.0 26.01.09 19 SSE 2.7 20.0 64 0.0 25.01.09 20 W 7.2 19.0 72 4.0 26.01.09 20 SSE 2.7 19.0 72 0.0 25.01.09 21 W 7.5 18.0 80 4.0 26.01.09 21 SE 3.2 17.0 80 0.0 25.01.09 22 WNW 4.8 18.0 90 4.0 26.01.09 22 SE 2.5 15.0 89 0.0 25.01.09 23 WNW 11.3 15.0 89 8.0 26.01.09 23 ESE 2.9 13.0 88 0.0

27.01.09 0 ESE 0.1 12.0 76 0.0 28.01.09 0 SE 2.8 12.0 76 0.0 27.01.09 1 ESE 0.3 11.0 87 0.0 28.01.09 1 ESE 1.7 11.0 87 0.0 27.01.09 2 SE 0.3 11.0 75 0.0 28.01.09 2 ESE 1.5 10.0 87 0.0 27.01.09 3 SSE 0.7 12.0 76 2.0 28.01.09 3 SE 2.8 9.0 86 0.0 27.01.09 4 SSE 0.3 11.0 87 0.0 28.01.09 4 ESE 4.1 10.0 74 2.0 27.01.09 5 SSE 0.3 12.0 88 0.0 28.01.09 5 ESE 3.7 10.0 87 2.0 27.01.09 6 SSE 0.4 13.0 77 0.0 28.01.09 6 SSE 5.1 11.0 75 0.0 27.01.09 7 SSE 0.4 13.0 88 0.0 28.01.09 7 SSE 5.7 12.0 76 2.0 27.01.09 8 SE 0.6 14.0 89 0.0 28.01.09 8 ESE 6.4 12.0 88 2.0 27.01.09 9 SE 0.6 15.0 78 0.0 28.01.09 9 ESE 3.7 13.0 88 0.0 27.01.09 10 SSE 1.4 17.0 70 0.0 28.01.09 10 SSE 5.8 14.0 89 0.0 27.01.09 11 SSE 1.3 18.0 71 0.0 28.01.09 11 ESE 4.6 15.0 78 0.0 27.01.09 12 SSE 1.9 18.0 80 0.0 28.01.09 12 ESE 5.4 17.0 80 0.0 27.01.09 13 SSE 3.7 20.0 64 0.0 28.01.09 13 SE 9.3 19.0 63 0.0 27.01.09 14 SSE 5.5 21.0 49 0.0 28.01.09 14 ESE 8.4 21.0 49 0.0 27.01.09 15 SE 5.1 22.0 50 0.0 28.01.09 15 ESE 11.6 21.0 42 0.0 27.01.09 16 SSE 6.3 21.0 49 0.0 28.01.09 16 ESE 12.7 21.0 57 2.0 27.01.09 17 SSE 4.6 20.0 48 0.0 28.01.09 17 ESE 12.6 20.0 56 2.0 27.01.09 18 SSE 5.1 19.0 54 0.0 28.01.09 18 ESE 7.1 19.0 63 0.0 27.01.09 19 SSE 5.7 18.0 62 0.0 28.01.09 19 ESE 6.5 17.0 70 0.0 27.01.09 20 SE 6.7 17.0 61 0.0 28.01.09 20 ESE 9.3 15.0 78 0.0 27.01.09 21 ESE 6.6 15.0 78 0.0 28.01.09 21 ESE 4.4 15.0 78 0.0 27.01.09 22 ESE 13.7 15.0 68 2.0 28.01.09 22 ESE 7.0 14.0 78 0.0 27.01.09 23 ESE 3.4 14.0 67 0.0 28.01.09 23 ESE 4.4 12.0 88 0.0

29.01.09 0 SSE 1.2 12.0 88 0.0 30.01.09 0 ESE 0.1 13.0 77 0.0 29.01.09 1 ESE 1.2 11.0 87 0.0 30.01.09 1 SSE 1.0 12.0 88 0.0 29.01.09 2 ESE 0.6 11.0 87 0.0 30.01.09 2 SSE 0.8 12.0 88 0.0 29.01.09 3 ESE 1.4 11.0 87 0.0 30.01.09 3 SSE 0.4 11.0 87 0.0 29.01.09 4 E 0.9 10.0 87 0.0 30.01.09 4 S 0.4 11.0 87 0.0 29.01.09 5 E 0.5 10.0 87 2.0 30.01.09 5 S 0.4 10.0 87 0.0 29.01.09 6 ESE 1.9 9.0 86 2.0 30.01.09 6 SSE 0.9 11.0 87 0.0 29.01.09 7 ESE 0.7 9.0 86 2.0 30.01.09 7 S 0.7 11.0 87 0.0 29.01.09 8 E 1.0 10.0 87 0.0 30.01.09 8 SSE 0.7 13.0 77 0.0 29.01.09 9 ENE 1.2 12.0 88 0.0 30.01.09 9 SE 1.5 15.0 68 0.0 29.01.09 10 ENE 2.1 13.0 88 0.0 30.01.09 10 ESE 1.2 17.0 61 0.0 29.01.09 11 ENE 1.7 14.0 78 0.0 30.01.09 11 ESE 1.4 18.0 62 0.0 29.01.09 12 E 1.8 15.0 78 0.0 30.01.09 12 ESE 2.5 20.0 48 0.0 29.01.09 13 E 2.1 17.0 80 0.0 30.01.09 13 ESE 2.6 21.0 49 0.0 29.01.09 14 ESE 2.7 20.0 56 0.0 30.01.09 14 ESE 12.9 21.0 49 0.0 29.01.09 15 ESE 2.3 21.0 57 0.0 30.01.09 15 ESE 9.2 21.0 57 0.0 29.01.09 16 ESE 2.5 20.0 56 0.0 30.01.09 16 SE 6.2 21.0 49 0.0 29.01.09 17 SE 2.9 20.0 48 2.0 30.01.09 17 SE 6.8 19.0 54 0.0 29.01.09 18 SE 0.7 18.0 53 2.0 30.01.09 18 ESE 6.7 18.0 62 0.0 29.01.09 19 SSE 1.3 17.0 61 0.0 30.01.09 19 ESE 1.3 17.0 70 0.0 29.01.09 20 S 2.3 16.0 69 0.0 30.01.09 20 ESE 1.4 15.0 78 0.0 29.01.09 21 S 1.2 15.0 68 0.0 30.01.09 21 SE 1.3 15.0 78 0.0 29.01.09 22 SSE 1.2 14.0 78 0.0 30.01.09 22 ESE 2.2 14.0 78 0.0 29.01.09 23 SSE 0.9 13.0 77 0.0 30.01.09 23 ESE 1.8 14.0 78 0.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

31.01.09 0 E 1.2 13.0 77 2.0 01.02.09 0 ESE 3.7 13.0 77 0.0 31.01.09 1 ESE 1.1 12.0 76 0.0 01.02.09 1 E 0.8 12.0 76 0.0 31.01.09 2 ESE 1.3 12.0 76 0.0 01.02.09 2 ENE 1.5 12.0 76 0.0 31.01.09 3 ESE 1.7 11.0 87 0.0 01.02.09 3 ENE 2.1 11.0 75 2.0 31.01.09 4 ESE 3.3 10.0 87 0.0 01.02.09 4 E 3.2 11.0 75 2.0 31.01.09 5 E 3.9 10.0 87 0.0 01.02.09 5 ENE 3.3 11.0 63 2.0 31.01.09 6 ENE 3.5 11.0 87 0.0 01.02.09 6 ENE 1.5 10.0 62 2.0 31.01.09 7 ENE 4.3 11.0 87 0.0 01.02.09 7 E 4.0 10.0 74 2.0 31.01.09 8 E 4.4 11.0 87 0.0 01.02.09 8 ENE 4.4 11.0 63 2.0 31.01.09 9 ESE 6.2 13.0 88 0.0 01.02.09 9 ESE 3.7 13.0 77 2.0 31.01.09 10 ENE 5.2 14.0 89 0.0 01.02.09 10 ESE 5.2 15.0 68 2.0 31.01.09 11 ENE 8.9 15.0 78 2.0 01.02.09 11 ESE 8.6 17.0 61 2.0 31.01.09 12 ESE 8.4 17.0 61 2.0 01.02.09 12 ESE 9.6 19.0 46 4.0 31.01.09 13 ESE 3.9 20.0 48 2.0 01.02.09 13 ESE 7.4 20.0 48 2.0 31.01.09 14 ESE 9.2 21.0 42 2.0 01.02.09 14 SSE 9.3 21.0 42 2.0 31.01.09 15 E 10.7 21.0 42 2.0 01.02.09 15 E 8.4 21.0 42 4.0 31.01.09 16 ENE 12.9 21.0 42 2.0 01.02.09 16 ESE 6.4 20.0 48 2.0 31.01.09 17 E 11.4 18.0 53 2.0 01.02.09 17 ESE 7.8 19.0 54 2.0 31.01.09 18 ENE 10.5 17.0 61 2.0 01.02.09 18 E 6.7 18.0 53 2.0 31.01.09 19 ENE 5.3 15.0 68 4.0 01.02.09 19 ESE 8.5 17.0 61 2.0 31.01.09 20 ENE 7.2 15.0 68 4.0 01.02.09 20 ESE 3.4 15.0 68 2.0 31.01.09 21 E 5.6 14.0 78 4.0 01.02.09 21 ESE 1.4 14.0 78 2.0 31.01.09 22 E 2.6 13.0 77 4.0 01.02.09 22 ESE 1.4 14.0 78 2.0 31.01.09 23 E 2.5 13.0 77 4.0 01.02.09 23 ESE 0.8 13.0 77 2.0

02.02.09 0 SSE 0.6 13.0 77 0.0 03.02.09 0 SSE 0.1 14.0 78 0.0 02.02.09 1 ESE 0.5 12.0 76 2.0 03.02.09 1 SSE 0.8 13.0 77 0.0 02.02.09 2 SE 0.7 12.0 76 2.0 03.02.09 2 SSE 0.3 12.0 88 0.0 02.02.09 3 SE 1.7 11.0 75 2.0 03.02.09 3 SE 0.1 11.0 87 0.0 02.02.09 4 SSE 0.7 10.0 74 2.0 03.02.09 4 SSE 0.3 11.0 87 0.0 02.02.09 5 SE 1.2 10.0 74 2.0 03.02.09 5 SSE 0.4 10.0 87 0.0 02.02.09 6 ESE 1.2 9.0 86 2.0 03.02.09 6 W 0.3 10.0 87 0.0 02.02.09 7 ESE 1.3 9.0 86 2.0 03.02.09 7 W 0.5 11.0 87 0.0 02.02.09 8 E 2.4 10.0 87 2.0 03.02.09 8 WNW 0.3 12.0 76 0.0 02.02.09 9 ESE 2.8 12.0 76 2.0 03.02.09 9 WNW 0.8 14.0 67 0.0 02.02.09 10 ENE 3.8 14.0 78 2.0 03.02.09 10 WNW 1.6 15.0 78 0.0 02.02.09 11 ENE 3.9 16.0 69 0.0 03.02.09 11 WNW 1.1 16.0 79 0.0 02.02.09 12 E 4.4 17.0 61 2.0 03.02.09 12 W 1.3 17.0 70 0.0 02.02.09 13 ESE 6.2 20.0 40 0.0 03.02.09 13 W 0.6 22.0 58 0.0 02.02.09 14 ESE 5.3 22.0 43 0.0 03.02.09 14 SSW 4.4 22.0 50 0.0 02.02.09 15 SSE 3.1 22.0 43 0.0 03.02.09 15 S 3.9 23.0 67 0.0 02.02.09 16 SSE 4.5 21.0 42 0.0 03.02.09 16 S 3.6 23.0 75 0.0 02.02.09 17 SSE 2.6 20.0 42 0.0 03.02.09 17 SSE 3.2 22.0 58 0.0 02.02.09 18 SSE 0.1 19.0 46 0.0 03.02.09 18 SSE 3.2 21.0 57 0.0 02.02.09 19 SSE 0.2 17.0 61 0.0 03.02.09 19 SSE 0.2 20.0 64 0.0 02.02.09 20 SSE 0.4 16.0 69 0.0 03.02.09 20 S 0.2 18.0 71 0.0 02.02.09 21 SSE 1.1 14.0 89 0.0 03.02.09 21 S 0.3 16.0 79 0.0 02.02.09 22 SSE 1.2 13.0 88 0.0 03.02.09 22 S 0.3 15.0 89 0.0 02.02.09 23 SSE 2.3 13.0 88 0.0 03.02.09 23 SSE 0.2 14.0 89 0.0

04.02.09 0 WSW 0.1 15.0 78 0.0 05.02.09 0 WNW 1.3 15.0 78 0.0 04.02.09 1 SSE 0.1 14.0 78 0.0 05.02.09 1 WSW 0.6 15.0 78 0.0 04.02.09 2 SSE 0.2 13.0 88 0.0 05.02.09 2 W 1.4 15.0 78 0.0 04.02.09 3 SSE 0.1 13.0 88 0.0 05.02.09 3 WNW 2.4 14.0 78 0.0 04.02.09 4 S 0.1 12.0 88 0.0 05.02.09 4 WNW 2.8 14.0 78 0.0 04.02.09 5 S 0.3 10.0 87 0.0 05.02.09 5 WNW 4.2 13.0 88 0.0 04.02.09 6 SSE 0.2 10.0 87 0.0 05.02.09 6 W 5.9 13.0 88 4.0 04.02.09 7 SSE 0.1 11.0 87 0.0 05.02.09 7 NNW 5.8 14.0 89 4.0 04.02.09 8 WNW 0.2 12.0 88 0.0 05.02.09 8 NW 7.6 15.0 78 4.0 04.02.09 9 W 0.2 14.0 78 0.0 05.02.09 9 W 5.9 16.0 79 4.0 04.02.09 10 NNW 0.5 16.0 69 0.0 05.02.09 10 NNW 12.4 18.0 62 8.0 04.02.09 11 NNW 0.5 18.0 62 0.0 05.02.09 11 NNW 11.8 20.0 56 8.0 04.02.09 12 N 1.3 20.0 48 2.0 05.02.09 12 NNW 8.8 21.0 57 8.0 04.02.09 13 WNW 5.1 21.0 57 0.0 05.02.09 13 NNW 10.5 22.0 50 8.0 04.02.09 14 WNW 5.8 23.0 45 0.0 05.02.09 14 NNW 18.6 23.0 52 8.0 04.02.09 15 NW 1.9 24.0 46 0.0 05.02.09 15 W 14.3 25.0 41 8.0 04.02.09 16 SW 4.8 24.0 46 0.0 05.02.09 16 WSW 11.1 24.0 46 4.0 04.02.09 17 SW 0.7 22.0 50 0.0 05.02.09 17 W 3.1 23.0 45 2.0 04.02.09 18 SW 1.2 21.0 57 0.0 05.02.09 18 WSW 5.4 22.0 43 2.0 04.02.09 19 WNW 0.7 20.0 56 0.0 05.02.09 19 W 6.7 21.0 49 4.0 04.02.09 20 WNW 1.7 19.0 63 0.0 05.02.09 20 WSW 4.7 20.0 56 4.0 04.02.09 21 W 1.8 18.0 62 0.0 05.02.09 21 WSW 4.8 18.0 62 4.0 04.02.09 22 W 1.0 18.0 62 0.0 05.02.09 22 W 5.7 17.0 70 4.0 04.02.09 23 W 0.3 17.0 70 0.0 05.02.09 23 WSW 6.1 16.0 79 4.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

06.02.09 0 SSW 5.1 16.0 79 0.0 07.02.09 0 ESE 1.7 13.0 77 2.0 06.02.09 1 WNW 4.3 15.0 78 4.0 07.02.09 1 ESE 1.9 15.0 89 0.0 06.02.09 2 WNW 1.9 14.0 78 4.0 07.02.09 2 ESE 4.4 15.0 78 0.0 06.02.09 3 WNW 3.3 14.0 78 2.0 07.02.09 3 E 4.4 15.0 78 2.0 06.02.09 4 W 3.3 15.0 78 0.0 07.02.09 4 ENE 5.8 14.0 89 2.0 06.02.09 5 NNW 3.6 15.0 89 0.0 07.02.09 5 ENE 6.3 12.0 88 4.0 06.02.09 6 NNW 5.2 16.0 79 0.0 07.02.09 6 ESE 5.9 12.0 88 4.0 06.02.09 7 WNW 5.3 15.0 89 2.0 07.02.09 7 ENE 6.3 11.0 87 4.0 06.02.09 8 WNW 5.1 17.0 80 2.0 07.02.09 8 ENE 6.5 12.0 88 4.0 06.02.09 9 N 5.9 17.0 80 2.0 07.02.09 9 ESE 5.3 13.0 88 2.0 06.02.09 10 NNE 1.4 18.0 80 2.0 07.02.09 10 ENE 5.8 13.0 88 2.0 06.02.09 11 ESE 3.3 19.0 72 0.0 07.02.09 11 ENE 8.3 14.0 89 2.0 06.02.09 12 SSE 4.2 21.0 65 0.0 07.02.09 12 ENE 4.8 17.0 80 0.0 06.02.09 13 SSE 4.4 23.0 52 0.0 07.02.09 13 ENE 12.1 20.0 64 2.0 06.02.09 14 ESE 5.4 25.0 47 0.0 07.02.09 14 ENE 9.7 21.0 64 2.0 06.02.09 15 ESE 14.7 23.0 52 0.0 07.02.09 15 ENE 5.5 19.0 81 2.0 06.02.09 16 SSE 8.6 22.0 50 0.0 07.02.09 16 E 4.8 18.0 80 2.0 06.02.09 17 SSE 2.7 22.0 50 0.0 07.02.09 17 ESE 6.4 17.0 80 2.0 06.02.09 18 ESE 4.2 21.0 57 0.0 07.02.09 18 ESE 7.5 16.0 79 2.0 06.02.09 19 ESE 2.5 20.0 56 2.0 07.02.09 19 ESE 5.8 16.0 69 2.0 06.02.09 20 ESE 3.6 19.0 63 2.0 07.02.09 20 ESE 6.1 15.0 46 2.0 06.02.09 21 ESE 2.7 18.0 71 0.0 07.02.09 21 ESE 2.7 14.0 78 2.0 06.02.09 22 ESE 2.2 17.0 70 0.0 07.02.09 22 ESE 0.9 13.0 88 2.0 06.02.09 23 SE 1.1 17.0 70 0.0 07.02.09 23 E 1.3 13.0 77 2.0

08.02.09 0 SSE 0.7 11.0 87 0.0 09.02.09 0 SE 0.5 12.0 88 8.0 08.02.09 1 ESE 1.4 13.0 77 0.0 09.02.09 1 SSE 1.1 11.0 87 0.0 08.02.09 2 ESE 1.9 12.0 88 0.0 09.02.09 2 ESE 0.6 11.0 87 0.0 08.02.09 3 E 2.5 11.0 87 0.0 09.02.09 3 ESE 0.6 10.0 87 0.0 08.02.09 4 NE 3.3 11.0 87 0.0 09.02.09 4 SSE 0.8 10.0 87 0.0 08.02.09 5 NE 3.3 10.0 87 0.0 09.02.09 5 SSW 1.8 9.0 86 0.0 08.02.09 6 NNE 3.7 9.0 86 0.0 09.02.09 6 W 1.9 10.0 74 0.0 08.02.09 7 NE 3.4 9.0 86 0.0 09.02.09 7 W 1.6 10.0 74 0.0 08.02.09 8 ENE 4.0 10.0 87 0.0 09.02.09 8 SSW 1.6 11.0 75 0.0 08.02.09 9 ENE 3.8 11.0 87 0.0 09.02.09 9 WSW 3.7 12.0 76 0.0 08.02.09 10 ESE 3.7 14.0 78 0.0 09.02.09 10 WSW 2.8 14.0 67 0.0 08.02.09 11 ESE 2.4 16.0 59 2.0 09.02.09 11 SSW 2.3 17.0 61 0.0 08.02.09 12 ESE 4.3 18.0 45 0.0 09.02.09 12 W 2.2 20.0 48 0.0 08.02.09 13 SE 5.4 20.0 40 0.0 09.02.09 13 ESE 2.8 21.0 49 2.0 08.02.09 14 SSE 6.4 21.0 42 0.0 09.02.09 14 ESE 2.6 22.0 50 2.0 08.02.09 15 SSE 5.8 21.0 42 0.0 09.02.09 15 ESE 3.9 23.0 45 4.0 08.02.09 16 SE 4.7 20.0 48 2.0 09.02.09 16 SE 4.2 22.0 50 4.0 08.02.09 17 SSE 4.3 18.0 53 2.0 09.02.09 17 SSE 4.2 21.0 49 4.0 08.02.09 18 SSE 6.2 17.0 61 2.0 09.02.09 18 SE 3.4 20.0 56 4.0 08.02.09 19 SSE 1.9 15.0 68 2.0 09.02.09 19 SE 3.2 18.0 62 4.0 08.02.09 20 SSE 2.9 14.0 78 0.0 09.02.09 20 SSE 1.8 17.0 70 2.0 08.02.09 21 SE 1.1 14.0 67 0.0 09.02.09 21 SSE 2.5 17.0 70 2.0 08.02.09 22 SE 1.3 12.0 88 0.0 09.02.09 22 SSE 1.4 16.0 79 2.0 08.02.09 23 SE 0.8 12.0 76 0.0 09.02.09 23 SE 0.9 15.0 89 4.0

10.02.09 0 SSW 0.9 13.0 89 8.0 11.02.09 0 ESE 5.4 13.0 88 4.0 10.02.09 1 SSW 3.5 15.0 89 2.0 11.02.09 1 SSW 2.7 13.0 88 8.0 10.02.09 2 SSE 0.8 15.0 89 2.0 11.02.09 2 SW 3.3 12.0 88 8.0 10.02.09 3 SW 1.7 15.0 89 2.0 11.02.09 3 WNW 2.6 12.0 88 8.0 10.02.09 4 SSW 1.3 14.0 89 2.0 11.02.09 4 S 1.6 11.0 87 8.0 10.02.09 5 WSW 3.5 14.0 89 2.0 11.02.09 5 ESE 2.5 10.0 87 8.0 10.02.09 6 WSW 3.8 15.0 78 2.0 11.02.09 6 ESE 2.7 10.0 87 8.0 10.02.09 7 SW 3.7 14.0 78 4.0 11.02.09 7 SE 3.6 11.0 87 8.0 10.02.09 8 SSW 3.9 15.0 78 4.0 11.02.09 8 ESE 3.7 11.0 87 4.0 10.02.09 9 SW 3.6 16.0 69 2.0 11.02.09 9 ESE 3.4 12.0 88 4.0 10.02.09 10 SSW 5.5 16.0 79 4.0 11.02.09 10 SE 3.8 13.0 88 8.0 10.02.09 11 SSW 5.6 18.0 71 4.0 11.02.09 11 ESE 3.7 14.0 78 4.0 10.02.09 12 WNW 4.5 20.0 56 4.0 11.02.09 12 ESE 4.4 15.0 78 8.0 10.02.09 13 WNW 7.7 21.0 64 2.0 11.02.09 13 SE 3.8 15.0 89 8.0 10.02.09 14 SSW 5.1 22.0 58 2.0 11.02.09 14 ESE 3.9 17.0 80 4.0 10.02.09 15 NW 6.6 21.0 57 2.0 11.02.09 15 ESE 2.2 17.0 80 4.0 10.02.09 16 SSW 3.5 20.0 64 4.0 11.02.09 16 ESE 4.4 16.0 89 8.0 10.02.09 17 ESE 5.5 19.0 63 8.0 11.02.09 17 SE 3.5 15.0 89 8.0 10.02.09 18 ESE 5.3 17.0 70 8.0 11.02.09 18 ESE 3.9 15.0 89 8.0 10.02.09 19 WSW 5.3 16.0 69 8.0 11.02.09 19 ESE 2.4 15.0 89 8.0 10.02.09 20 SSW 6.5 15.0 78 8-R 11.02.09 20 ESE 1.5 14.0 89 4.0 10.02.09 21 ESE 5.1 14.0 89 8.0 11.02.09 21 SSE 1.3 14.0 89 4.0 10.02.09 22 SE 5.2 13.0 88 8.0 11.02.09 22 SE 1.8 13.0 88 4.0 10.02.09 23 ESE 7.7 13.0 88 8.0 11.02.09 23 ESE 1.6 13.0 88 4.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

12.02.09 0 E 0.3 13.0 88 2.0 13.02.09 0 WNW 1.1 14.0 89 4.0 12.02.09 1 ESE 0.1 13.0 88 2.0 13.02.09 1 ESE 3.0 13.0 88 2.0 12.02.09 2 ESE 0.6 12.0 88 2.0 13.02.09 2 ESE 1.9 13.0 88 2.0 12.02.09 3 ESE 0.2 11.0 87 2.0 13.02.09 3 E 3.8 12.0 88 0.0 12.02.09 4 SE 0.2 11.0 87 2.0 13.02.09 4 ESE 3.1 12.0 88 2.0 12.02.09 5 SSE 0.3 10.0 87 2.0 13.02.09 5 S 2.8 11.0 87 2.0 12.02.09 6 SSE 0.9 10.0 87 0.0 13.02.09 6 ESE 3.5 11.0 87 2.0 12.02.09 7 ESE 3.9 11.0 87 0.0 13.02.09 7 ESE 4.8 10.0 87 2.0 12.02.09 8 SSE 3.8 11.0 87 0.0 13.02.09 8 ENE 4.5 11.0 87 2.0 12.02.09 9 S 3.5 12.0 88 0.0 13.02.09 9 SE 4.4 12.0 88 2.0 12.02.09 10 SSE 4.7 14.0 78 0.0 13.02.09 10 WSW 4.3 14.0 78 2.0 12.02.09 11 SSE 5.4 15.0 89 0.0 13.02.09 11 NNW 4.8 16.0 79 2.0 12.02.09 12 ESE 5.5 16.0 79 2.0 13.02.09 12 NNW 4.9 18.0 71 2.0 12.02.09 13 SE 8.4 19.0 63 2.0 13.02.09 13 ENE 1.8 20.0 56 0.0 12.02.09 14 ESE 9.7 20.0 64 2.0 13.02.09 14 E 3.8 22.0 50 0.0 12.02.09 15 ESE 11.8 21.0 57 4.0 13.02.09 15 ENE 1.7 22.0 50 2.0 12.02.09 16 ESE 10.6 20.0 64 4.0 13.02.09 16 ESE 2.3 23.0 52 2.0 12.02.09 17 ESE 7.7 19.0 63 4.0 13.02.09 17 SW 2.4 22.0 58 2.0 12.02.09 18 E 5.7 17.0 80 4.0 13.02.09 18 SSW 2.2 21.0 57 0.0 12.02.09 19 ESE 2.2 16.0 79 4.0 13.02.09 19 SE 1.7 19.0 72 0.0 12.02.09 20 ESE 3.2 15.0 89 4.0 13.02.09 20 W 2.4 19.0 63 2.0 12.02.09 21 ESE 2.3 15.0 89 4.0 13.02.09 21 WNW 4.5 18.0 71 4.0 12.02.09 22 ESE 3.3 14.0 89 2.0 13.02.09 22 WNW 3.6 18.0 62 4.0 12.02.09 23 ESE 1.2 14.0 89 2.0 13.02.09 23 W 4.2 17.0 70 4.0

14.02.09 0 SE 0.6 17.0 70 8.0 15.02.09 0 ESE 8.6 19.0 54 2.0 14.02.09 1 WNW 2.8 16.0 69 4.0 15.02.09 1 SSE 9.3 19.0 54 8.0 14.02.09 2 W 3.8 15.0 78 4.0 15.02.09 2 ESE 1.4 18.0 53 4.0 14.02.09 3 NW 3.3 15.0 78 4.0 15.02.09 3 ESE 2.7 15.0 68 2.0 14.02.09 4 WNW 3.4 14.0 78 4.0 15.02.09 4 E 2.8 13.0 88 2.0 14.02.09 5 W 3.8 14.0 78 2.0 15.02.09 5 ESE 2.8 12.0 88 2.0 14.02.09 6 SW 4.3 14.0 78 2.0 15.02.09 6 ESE 4.3 11.0 87 2.0 14.02.09 7 SSW 4.3 14.0 89 2.0 15.02.09 7 ESE 3.3 12.0 88 2.0 14.02.09 8 SSW 3.3 15.0 78 4.0 15.02.09 8 E 4.4 12.0 88 2.0 14.02.09 9 SSW 4.5 17.0 70 4.0 15.02.09 9 ESE 7.2 13.0 88 4.0 14.02.09 10 W 4.5 19.0 63 4.0 15.02.09 10 ESE 6.5 14.0 89 4.0 14.02.09 11 WNW 4.9 20.0 64 4.0 15.02.09 11 E 7.6 15.0 89 4.0 14.02.09 12 WNW 5.2 21.0 65 4.0 15.02.09 12 ESE 9.3 17.0 70 4.0 14.02.09 13 SE 4.3 22.0 58 4.0 15.02.09 13 E 9.7 18.0 71 4.0 14.02.09 14 ESE 5.7 23.0 59 4.0 15.02.09 14 ENE 9.1 20.0 56 4.0 14.02.09 15 ESE 5.6 23.0 59 4.0 15.02.09 15 ENE 10.4 21.0 49 4.0 14.02.09 16 SE 5.3 21.0 65 4.0 15.02.09 16 E 10.9 21.0 49 4.0 14.02.09 17 SSE 5.4 21.0 65 4.0 15.02.09 17 ENE 7.6 20.0 48 4.0 14.02.09 18 SSE 5.5 20.0 64 4.0 15.02.09 18 ESE 6.8 18.0 62 4.0 14.02.09 19 ESE 5.2 20.0 64 8.0 15.02.09 19 ESE 7.2 16.0 69 4.0 14.02.09 20 SE 6.6 21.0 49 8.0 15.02.09 20 SE 6.5 15.0 78 4.0 14.02.09 21 ESE 4.7 20.0 56 8.0 15.02.09 21 ESE 5.4 14.0 78 2.0 14.02.09 22 SSE 5.4 20.0 48 8.0 15.02.09 22 ESE 6.4 14.0 78 2.0 14.02.09 23 SSE 8 19.0 54 8.0 15.02.09 23 ESE 5.2 13.0 88 2.0

16.02.09 0 ESE 5.0 12.0 88 0.0 17.02.09 0 ESE 2.2 14.0 78 0.0 16.02.09 1 ESE 5.9 13.0 77 4.0 17.02.09 1 ESE 2.5 12.0 88 0.0 16.02.09 2 ESE 7.6 12.0 76 4.0 17.02.09 2 ESE 0.9 11.0 87 0.0 16.02.09 3 E 12.1 12.0 76 4.0 17.02.09 3 ESE 1.6 11.0 87 0.0 16.02.09 4 ESE 10.1 10.0 87 4.0 17.02.09 4 ESE 2.2 10.0 87 2.0 16.02.09 5 ESE 10.2 10.0 87 4.0 17.02.09 5 ESE 3.3 10.0 74 2.0 16.02.09 6 E 16.2 9.0 86 4.0 17.02.09 6 E 3.1 10.0 74 2.0 16.02.09 7 ENE 11.7 10.0 87 2.0 17.02.09 7 E 3 10.0 87 2.0 16.02.09 8 ENE 11.1 11.0 87 2.0 17.02.09 8 ESE 2.8 11.0 75 2.0 16.02.09 9 ESE 8.3 12.0 88 2.0 17.02.09 9 ESE 4.4 12.0 76 2.0 16.02.09 10 ESE 13.3 14.0 78 2.0 17.02.09 10 E 4.8 13.0 77 2.0 16.02.09 11 ESE 3.2 16.0 79 2.0 17.02.09 11 SE 3.6 15.0 68 2.0 16.02.09 12 ESE 3.9 19.0 54 2.0 17.02.09 12 ESE 3.6 17.0 61 2.0 16.02.09 13 ESE 1.3 19.0 54 2.0 17.02.09 13 E 4.7 18.0 62 2.0 16.02.09 14 E 9.1 20.0 56 4.0 17.02.09 14 ESE 4.3 20.0 48 2.0 16.02.09 15 ESE 10.2 21.0 42 4.0 17.02.09 15 ESE 7.1 21.0 49 2.0 16.02.09 16 ESE 10.6 20.0 48 2.0 17.02.09 16 E 7.3 21.0 49 2.0 16.02.09 17 ESE 4.7 18.0 62 2.0 17.02.09 17 ESE 10.7 20.0 48 2.0 16.02.09 18 ESE 5.8 17.0 61 2.0 17.02.09 18 ESE 7.6 19.0 54 2.0 16.02.09 19 ESE 4.6 16.0 69 2.0 17.02.09 19 ESE 7.4 18.0 62 2.0 16.02.09 20 ESE 4.9 15.0 78 2.0 17.02.09 20 ESE 6.2 17.0 70 2.0 16.02.09 21 ESE 3.1 14.0 78 2.0 17.02.09 21 ESE 2.1 16.0 69 2.0 16.02.09 22 ESE 2.3 13.0 88 0.0 17.02.09 22 ESE 2.5 15.0 78 2.0 16.02.09 23 ESE 2.6 12.0 88 0.0 17.02.09 23 ESE 2.2 14.0 78 2.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

18.02.09 0 ESE 1.8 14.0 78 0.0 19.02.09 0 ESE 1.9 15.0 78 0.0 18.02.09 1 E 1.8 14.0 78 0.0 19.02.09 1 ESE 8.7 14.0 78 2.0 18.02.09 2 E 2.1 13.0 77 0.0 19.02.09 2 ESE 5.3 13.0 77 2.0 18.02.09 3 ESE 2.3 13.0 77 0.0 19.02.09 3 ESE 8.6 12.0 88 2.0 18.02.09 4 ESE 2.8 12.0 76 0.0 19.02.09 4 SE 9.4 11.0 87 2.0 18.02.09 5 ESE 4.2 11.0 87 2.0 19.02.09 5 SE 11.3 11.0 87 2.0 18.02.09 6 ESE 4.1 10.0 87 2.0 19.02.09 6 ESE 12.6 10.0 87 2.0 18.02.09 7 ESE 3.6 10.0 87 2.0 19.02.09 7 ENE 6.7 10.0 87 2.0 18.02.09 8 ESE 2.9 11.0 87 2.0 19.02.09 8 ENE 5.6 11.0 87 2.0 18.02.09 9 ESE 2.1 12.0 88 2.0 19.02.09 9 ENE 8 12.0 88 2.0 18.02.09 10 SE 5.8 14.0 78 2.0 19.02.09 10 ESE 6.5 16.0 69 2.0 18.02.09 11 ESE 11.1 15.0 68 2.0 19.02.09 11 ESE 5.8 18.0 62 2.0 18.02.09 12 ESE 7.4 17.0 70 2.0 19.02.09 12 E 8.1 21.0 49 2.0 18.02.09 13 SE 7.8 20.0 56 2.0 19.02.09 13 ESE 12.5 22.0 43 2.0 18.02.09 14 SE 7.3 22.0 50 2.0 19.02.09 14 ESE 11.2 23.0 45 2.0 18.02.09 15 ESE 11.2 23.0 45 2.0 19.02.09 15 ESE 14.3 23.0 38 2.0 18.02.09 16 ESE 10.5 23.0 45 2.0 19.02.09 16 ENE 11.4 23.0 45 2.0 18.02.09 17 ESE 10 22.0 50 2.0 19.02.09 17 ESE 10.9 23.0 52 2.0 18.02.09 18 ESE 10.8 21.0 49 2.0 19.02.09 18 ESE 5.7 21.0 57 0.0 18.02.09 19 ESE 9.1 19.0 54 2.0 19.02.09 19 ESE 3.4 20.0 56 0.0 18.02.09 20 ESE 8.3 17.0 70 2.0 19.02.09 20 ESE 2.9 19.0 63 0.0 18.02.09 21 ESE 8.6 16.0 79 2.0 19.02.09 21 ESE 0.3 17.0 70 0.0 18.02.09 22 ESE 5.3 15.0 68 0.0 19.02.09 22 ESE 0.3 17.0 70 0.0 18.02.09 23 ESE 6.2 14.0 89 0.0 19.02.09 23 ESE 0.2 16.0 79 0.0

20.02.09 0 SE 0.6 16.0 79 0.0 21.02.09 0 ESE 0.3 16.0 69 0.0 20.02.09 1 ESE 0.1 15.0 78 0.0 21.02.09 1 SSE 7.7 16.0 69 0.0 20.02.09 2 ESE 0.3 14.0 78 0.0 21.02.09 2 SE 4.5 15.0 78 0.0 20.02.09 3 ESE 0.5 14.0 78 0.0 21.02.09 3 ESE 4.4 15.0 78 0.0 20.02.09 4 ESE 0.5 13.0 77 0.0 21.02.09 4 ESE 5.2 14.0 78 0.0 20.02.09 5 ESE 0.9 13.0 77 0.0 21.02.09 5 ESE 5.7 14.0 78 0.0 20.02.09 6 ESE 1.1 13.0 77 0.0 21.02.09 6 SE 3.9 14.0 78 0.0 20.02.09 7 SE 1.0 14.0 78 0.0 21.02.09 7 ESE 4.3 14.0 78 0.0 20.02.09 8 SE 0.9 15.0 78 0.0 21.02.09 8 ESE 3.5 15.0 78 0.0 20.02.09 9 SE 1.1 17.0 61 0.0 21.02.09 9 ESE 4.9 16.0 79 0.0 20.02.09 10 SSE 1.8 17.0 70 0.0 21.02.09 10 ESE 5.8 18.0 62 0.0 20.02.09 11 SSE 2.2 18.0 62 0.0 21.02.09 11 SE 8.4 20.0 56 0.0 20.02.09 12 SSE 3.0 20.0 56 0.0 21.02.09 12 SE 10.3 21.0 57 2.0 20.02.09 13 SSW 2.9 21.0 57 0.0 21.02.09 13 SSE 12.6 21.0 57 2.0 20.02.09 14 ESE 5.4 23.0 45 0.0 21.02.09 14 SE 11.9 22.0 58 2.0 20.02.09 15 SE 7.0 24.0 46 0.0 21.02.09 15 SSE 12.5 23.0 59 2.0 20.02.09 16 E 12.6 24.0 53 0.0 21.02.09 16 SSE 14.8 24.0 53 2.0 20.02.09 17 ESE 1.9 23.0 59 0.0 21.02.09 17 SSE 11.3 23.0 52 2.0 20.02.09 18 ESE 2.5 23.0 59 0.0 21.02.09 18 SE 10.9 21.0 65 2.0 20.02.09 19 ESE 6.6 22.0 58 0.0 21.02.09 19 ESE 6.3 20.0 64 2.0 20.02.09 20 ESE 5.8 21.0 65 0.0 21.02.09 20 ESE 5.3 19.0 72 2.0 20.02.09 21 ESE 5.2 20.0 56 0.0 21.02.09 21 ESE 4.5 18.0 71 2.0 20.02.09 22 SE 4.3 18.0 62 0.0 21.02.09 22 ESE 5.8 17.0 70 2.0 20.02.09 23 SE 0.4 17.0 70 0.0 21.02.09 23 ESE 4.6 17.0 61 0.0

22.02.09 0 ENE 2.0 17.0 80 0.0 23.02.09 0 SSW 0.2 18.0 71 0.0 22.02.09 1 ESE 6.2 16.0 69 0.0 23.02.09 1 ENE 0.2 17.0 70 2.0 22.02.09 2 SE 3.8 15.0 78 2.0 23.02.09 2 E 0.2 16.0 79 2.0 22.02.09 3 ESE 3.6 14.0 78 0.0 23.02.09 3 E 0.3 16.0 79 2.0 22.02.09 4 SE 4.3 13.0 77 2.0 23.02.09 4 SSE 0.4 15.0 78 2.0 22.02.09 5 ESE 5.3 13.0 66 2.0 23.02.09 5 SSE 0.4 16.0 69 0.0 22.02.09 6 ESE 4.8 13.0 77 2.0 23.02.09 6 SSE 0.2 16.0 69 0.0 22.02.09 7 E 5.5 14.0 78 2.0 23.02.09 7 SSE 0.4 15.0 78 0.0 22.02.09 8 E 5.3 16.0 69 2.0 23.02.09 8 SSE 1.0 16.0 79 0.0 22.02.09 9 ESE 4.8 17.0 61 2.0 23.02.09 9 ENE 1.7 19.0 72 0.0 22.02.09 10 ESE 7.5 19.0 46 2.0 23.02.09 10 NNE 4.2 21.0 65 0.0 22.02.09 11 SE 7.9 21.0 42 2.0 23.02.09 11 NNE 5.6 22.0 66 0.0 22.02.09 12 SSE 6.3 23.0 31 2.0 23.02.09 12 NNE 4.1 24.0 53 0.0 22.02.09 13 SSE 6.4 24.0 33 2.0 23.02.09 13 NNE 5.7 25.0 47 0.0 22.02.09 14 SE 6.9 25.0 35 4.0 23.02.09 14 E 4.3 26.0 42 0.0 22.02.09 15 SE 8.9 25.0 35 2.0 23.02.09 15 W 3.8 28.0 33 0.0 22.02.09 16 E 8.2 25.0 41 2.0 23.02.09 16 NNW 4.2 27.0 38 0.0 22.02.09 17 ESE 9.4 24.0 46 2.0 23.02.09 17 WSW 4.5 25.0 47 0.0 22.02.09 18 E 7.3 23.0 52 2.0 23.02.09 18 SSW 0.4 24.0 53 0.0 22.02.09 19 E 3.1 22.0 58 2.0 23.02.09 19 NW 0.7 23.0 52 0.0 22.02.09 20 E 2.3 21.0 57 2.0 23.02.09 20 NNW 1.3 22.0 58 0.0 22.02.09 21 ENE 1.8 20.0 56 2.0 23.02.09 21 SSW 0.4 21.0 65 0.0 22.02.09 22 ENE 1.1 19.0 63 0.0 23.02.09 22 NNW 0.3 20.0 64 0.0 22.02.09 23 ENE 0.2 19.0 63 0.0 23.02.09 23 SSW 0.2 19.0 63 0.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

24.02.09 0 ESE 0.2 19.0 63 0.0 25.02.09 0 ESE 2.4 18.0 71 2.0 24.02.09 1 SW 0.4 18.0 71 0.0 25.02.09 1 SE 1.5 18.0 71 0.0 24.02.09 2 SSW 0.5 18.0 71 0.0 25.02.09 2 SE 2.8 18.0 71 0.0 24.02.09 3 WSW 0.4 17.0 70 0.0 25.02.09 3 SE 2.2 17.0 62 0.0 24.02.09 4 SW 0.5 17.0 70 0.0 25.02.09 4 SSE 2.5 17.0 70 0.0 24.02.09 5 W 0.5 17.0 61 0.0 25.02.09 5 ESE 2.2 17.0 70 0.0 24.02.09 6 NNW 1.1 16.0 79 0.0 25.02.09 6 SE 1.2 16.0 79 0.0 24.02.09 7 NNW 0.9 16.0 79 0.0 25.02.09 7 SSE 2.8 16.0 79 0.0 24.02.09 8 NNW 0.2 16.0 79 2.0 25.02.09 8 ESE 2.3 17.0 70 0.0 24.02.09 9 ENE 2.6 18.0 80 2.0 25.02.09 9 SE 9.6 18.0 71 0.0 24.02.09 10 E 2.2 20.0 73 2.0 25.02.09 10 ESE 9.7 22.0 58 0.0 24.02.09 11 ENE 1.7 22.0 66 2.0 25.02.09 11 ESE 6.2 23.0 59 0.0 24.02.09 12 ENE 2.4 25.0 54 2.0 25.02.09 12 ESE 11.4 25.0 47 2.0 24.02.09 13 ENE 4.6 26.0 55 2.0 25.02.09 13 SE 6.2 25.0 47 2.0 24.02.09 14 SE 5.4 27.0 50 2.0 25.02.09 14 ESE 10.6 26.0 42 2.0 24.02.09 15 ESE 17 27.0 50 2.0 25.02.09 15 ESE 3.2 26.0 36 2.0 24.02.09 16 SE 4.0 26.0 49 2.0 25.02.09 16 ESE 19.8 26.0 36 2.0 24.02.09 17 SSE 5.4 25.0 54 2.0 25.02.09 17 ESE 11.6 25.0 41 2.0 24.02.09 18 SSE 3.4 22.0 74 2.0 25.02.09 18 ESE 4.7 23.0 45 2.0 24.02.09 19 S 0.2 21.0 74 2.0 25.02.09 19 ESE 3.9 21.0 57 2.0 24.02.09 20 SSE 0.6 21.0 73 2.0 25.02.09 20 ESE 4.7 20.0 64 2.0 24.02.09 21 SSE 0.4 21.0 65 2.0 25.02.09 21 ESE 3.1 19.0 63 2.0 24.02.09 22 SSE 0.9 21.0 73 2.0 25.02.09 22 ESE 4.6 18.0 71 2.0 24.02.09 23 SE 1.5 20.0 64 2.0 25.02.09 23 SE 3.6 17.0 80 2.0

26.02.09 0 SSE 4.8 16.0 69 4.0 27.02.09 0 ENE 5.9 16.0 59 2.0 26.02.09 1 SSE 2.3 16.0 79 2.0 27.02.09 1 SSE 1.4 15.0 68 2.0 26.02.09 2 SE 3.3 16.0 79 2.0 27.02.09 2 SE 2.5 14.0 78 2.0 26.02.09 3 SSE 4.3 15.0 78 2.0 27.02.09 3 SE 2.3 14.0 67 2.0 26.02.09 4 ESE 2.5 16.0 69 2.0 27.02.09 4 ESE 2.6 13.0 77 0.0 26.02.09 5 ESE 4.2 14.0 78 0.0 27.02.09 5 ESE 2.5 13.0 66 0.0 26.02.09 6 ESE 3.7 13.0 77 0.0 27.02.09 6 ESE 1.7 13.0 66 0.0 26.02.09 7 ESE 4.5 14.0 78 0.0 27.02.09 7 ESE 2.5 13.0 77 0.0 26.02.09 8 ESE 3.9 15.0 68 0.0 27.02.09 8 ESE 2.5 14.0 78 0.0 26.02.09 9 ESE 3.4 17.0 61 0.0 27.02.09 9 ESE 10.2 16.0 69 0.0 26.02.09 10 E 4.3 19.0 54 0.0 27.02.09 10 SE 9.4 19.0 46 2.0 26.02.09 11 ESE 6.2 21.0 42 2.0 27.02.09 11 SSE 6.9 22.0 36 2.0 26.02.09 12 SE 7.6 23.0 38 2.0 27.02.09 12 SSE 11.4 23.0 38 2.0 26.02.09 13 SSE 11.2 24.0 33 2.0 27.02.09 13 SE 11.3 24.0 33 2.0 26.02.09 14 SE 8.7 25.0 35 2.0 27.02.09 14 SE 11.2 25.0 35 2.0 26.02.09 15 ESE 10.3 25.0 35 2.0 27.02.09 15 SE 14.1 25.0 35 2.0 26.02.09 16 SE 11.4 25.0 35 2.0 27.02.09 16 SE 13.5 25.0 35 2.0 26.02.09 17 ESE 10.3 23.0 45 2.0 27.02.09 17 ESE 11.9 24.0 39 2.0 26.02.09 18 ESE 5.6 21.0 57 2.0 27.02.09 18 SE 5.6 22.0 43 2.0 26.02.09 19 SE 3.7 20.0 56 2.0 27.02.09 19 ESE 4.8 20.0 56 2.0 26.02.09 20 SSE 3.4 19.0 63 2.0 27.02.09 20 ESE 10.3 19.0 63 2.0 26.02.09 21 SSE 1.9 19.0 54 2.0 27.02.09 21 ESE 3.3 18.0 62 2.0 26.02.09 22 SE 6.0 18.0 62 2.0 27.02.09 22 E 0.3 18.0 62 2.0 26.02.09 23 SE 5.6 17.0 61 4.0 27.02.09 23 ESE 7.6 16.0 69 2.0

28.02.09 0 SSE 3.7 15.0 68 4.0 01.03.09 0 ESE 4.6 17.0 70 2.0 28.02.09 1 ENE 6.0 15.0 68 2.0 01.03.09 1 SE 6.6 14.0 67 2.0 28.02.09 2 ENE 3.7 14.0 78 2.0 01.03.09 2 SSE 5.4 14.0 67 2.0 28.02.09 3 E 4.6 13.0 77 2.0 01.03.09 3 ESE 5.3 13.0 66 2.0 28.02.09 4 E 4.6 13.0 77 2.0 01.03.09 4 ESE 5.2 13.0 66 2.0 28.02.09 5 ENE 4.9 13.0 77 2.0 01.03.09 5 E 6.2 12.0 65 2.0 28.02.09 6 NE 4.4 12.0 76 2.0 01.03.09 6 E 7.4 12.0 65 2.0 28.02.09 7 ENE 5.5 12.0 76 2.0 01.03.09 7 ESE 6.4 12.0 76 2.0 28.02.09 8 ESE 7.5 14.0 67 2.0 01.03.09 8 E 7.9 13.0 77 2.0 28.02.09 9 ESE 12.1 16.0 59 2.0 01.03.09 9 SE 6.7 15.0 68 2.0 28.02.09 10 ESE 12.2 19.0 54 2.0 01.03.09 10 E 10.9 18.0 53 2.0 28.02.09 11 ESE 12.3 21.0 57 2.0 01.03.09 11 ENE 12.2 21.0 42 0.0 28.02.09 12 ESE 16.6 23.0 38 4.0 01.03.09 12 ESE 13.9 23.0 38 2.0 28.02.09 13 ESE 16.7 24.0 33 4.0 01.03.09 13 E 14.4 24.0 39 2.0 28.02.09 14 ESE 16.9 24.0 27 4.0 01.03.09 14 ESE 14.9 25.0 35 2.0 28.02.09 15 SE 21.8 24.0 27 4.0 01.03.09 15 ESE 12.4 26.0 36 2.0 28.02.09 16 SE 14.7 24.0 33 4.0 01.03.09 16 ESE 9.4 25.0 41 2.0 28.02.09 17 SE 14.8 23.0 38 4.0 01.03.09 17 E 10.0 25.0 41 2.0 28.02.09 18 SE 10.2 21.0 42 4.0 01.03.09 18 E 8.4 23.0 45 2.0 28.02.09 19 E 9.2 19.0 54 4.0 01.03.09 19 ESE 6.2 21.0 57 2.0 28.02.09 20 SE 6.5 18.0 53 4.0 01.03.09 20 ESE 5.3 20.0 56 2.0 28.02.09 21 SE 7.1 17.0 61 4.0 01.03.09 21 ESE 4.4 19.0 63 2.0 28.02.09 22 SE 6.2 16.0 59 4.0 01.03.09 22 ESE 4.5 18.0 71 2.0 28.02.09 23 SSE 5.6 15.0 68 4.0 01.03.09 23 ESE 4.2 17.0 70 2.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

02.03.09 0 ESE 1.0 18.0 90 0.0 03.03.09 0 NW 0.5 20.0 91 4.0 02.03.09 1 ESE 4.7 17.0 61 0.0 03.03.09 1 SSE 0.5 20.0 73 0.0 02.03.09 2 ESE 1.2 16.0 69 0.0 03.03.09 2 SE 0.2 19.0 81 0.0 02.03.09 3 ESE 1.7 16.0 69 0.0 03.03.09 3 ESE 0.1 19.0 81 0.0 02.03.09 4 ESE 1.7 15.0 78 0.0 03.03.09 4 ESE 0.1 18.0 71 0.0 02.03.09 5 ESE 2.5 15.0 78 0.0 03.03.09 5 SSW 0.3 17.0 80 0.0 02.03.09 6 SE 1.9 14.0 78 0.0 03.03.09 6 SSW 0.5 16.0 79 0.0 02.03.09 7 E 1.9 14.0 78 0.0 03.03.09 7 WSW 0.4 17.0 71 0.0 02.03.09 8 ENE 1.8 16.0 69 0.0 03.03.09 8 WNW 0.5 19.0 72 0.0 02.03.09 9 ENE 7.4 18.0 71 0.0 03.03.09 9 WNW 0.9 21.0 65 0.0 02.03.09 10 E 12.1 20.0 64 0.0 03.03.09 10 W 7.1 23.0 59 0.0 02.03.09 11 SE 7.6 22.0 58 0.0 03.03.09 11 NNW 9.5 25.0 54 0.0 02.03.09 12 SSE 6.5 24.0 46 0.0 03.03.09 12 NNW 8.6 26.0 49 0.0 02.03.09 13 SSE 2.3 26.0 42 0.0 03.03.09 13 SSW 10.9 28.0 45 0.0 02.03.09 14 SE 9.9 27.0 38 0.0 03.03.09 14 NW 7.3 29.0 46 2.0 02.03.09 15 ESE 7.5 28.0 39 0.0 03.03.09 15 NNW 8.3 30.0 42 2.0 02.03.09 16 SE 8.2 28.0 39 0.0 03.03.09 16 SSW 10.1 30.0 42 2.0 02.03.09 17 SSE 8.1 26.0 49 0.0 03.03.09 17 SSW 11.8 29.0 46 4.0 02.03.09 18 SSE 2.8 25.0 47 0.0 03.03.09 18 SSW 9.5 28.0 51 4.0 02.03.09 19 SE 2.8 24.0 53 0.0 03.03.09 19 WNW 7.4 27.0 50 6.0 02.03.09 20 SE 1.7 22.0 66 0.0 03.03.09 20 WNW 8.5 26.0 55 6.0 02.03.09 21 SE 1.3 22.0 66 0.0 03.03.09 21 WNW 7.1 25.0 61 6.0 02.03.09 22 ESE 0.8 21.0 73 0.0 03.03.09 22 WNW 6.3 24.0 68 6.0 02.03.09 23 ESE 0.8 21.0 65 0.0 03.03.09 23 WNW 5.3 23.0 67 6.0

04.03.09 0 SSE 3.4 22.0 74 2.0 05.03.09 0 ESE 2.2 17.0 70 0.0 04.03.09 1 NNW 3.3 23.0 67 2.0 05.03.09 1 SSE 3.3 21.0 82 2.0 04.03.09 2 W 3.2 22.0 66 2.0 05.03.09 2 SE 2.2 20.0 81 2.0 04.03.09 3 WNW 2.5 21.0 73 2.0 05.03.09 3 SE 3.2 20.0 81 2.0 04.03.09 4 W 3.1 20.0 81 2.0 05.03.09 4 ESE 3.2 19.0 81 2.0 04.03.09 5 WNW 3.5 20.0 73 0.0 05.03.09 5 ESE 3.3 19.0 81 2.0 04.03.09 6 SSW 2.7 19.0 81 0.0 05.03.09 6 ESE 5.6 18.0 80 2.0 04.03.09 7 SSW 2.9 19.0 81 0.0 05.03.09 7 ESE 4.9 18.0 80 2.0 04.03.09 8 SW 3.2 20.0 81 2.0 05.03.09 8 ESE 5.2 19.0 81 2.0 04.03.09 9 SSE 2.9 22.0 74 2.0 05.03.09 9 E 4.2 20.0 73 2.0 04.03.09 10 SE 3.6 24.0 68 2.0 05.03.09 10 ESE 12.4 22.0 74 2.0 04.03.09 11 SSE 4.1 27.0 56 2.0 05.03.09 11 E 10.7 25.0 68 2.0 04.03.09 12 SSE 8.5 28.0 57 2.0 05.03.09 12 E 12.8 25.0 68 2.0 04.03.09 13 E 9.5 29.0 52 4.0 05.03.09 13 ENE 16.3 26.0 55 2.0 04.03.09 14 SE 6.8 30.0 36 4.0 05.03.09 14 E 14.4 27.0 44 2.0 04.03.09 15 SE 10.1 30.0 36 4.0 05.03.09 15 E 13.5 27.0 38 2.0 04.03.09 16 SSE 9.1 30.0 31 4.0 05.03.09 16 ESE 12.2 25.0 47 2.0 04.03.09 17 SSE 2.4 29.0 40 2.0 05.03.09 17 ESE 11.4 24.0 46 2.0 04.03.09 18 SSE 1.8 27.0 50 2.0 05.03.09 18 ESE 10.9 23.0 52 2.0 04.03.09 19 SSE 2.3 26.0 49 2.0 05.03.09 19 ESE 6.1 21.0 57 0.0 04.03.09 20 SSE 0.2 25.0 54 2.0 05.03.09 20 ESE 6.1 20.0 56 0.0 04.03.09 21 SE 0.3 24.0 60 2.0 05.03.09 21 ESE 5.5 19.0 63 0.0 04.03.09 22 SSE 0.3 23.0 67 2.0 05.03.09 22 ESE 6.8 18.0 62 0.0 04.03.09 23 SSE 2.3 22.0 74 2.0 05.03.09 23 ESE 5.9 18.0 62 0.0

06.03.09 0 WSW 2.0 19.0 63 0.0 07.03.09 0 WSW 3.3 19.0 63 0.0 06.03.09 1 ESE 3.1 16.0 69 0.0 07.03.09 1 SW 2.7 19.0 63 0.0 06.03.09 2 ESE 2.7 15.0 78 0.0 07.03.09 2 SSW 3.4 19.0 54 0.0 06.03.09 3 E 2.8 15.0 78 0.0 07.03.09 3 WSW 3.3 18.0 62 0.0 06.03.09 4 E 2.3 14.0 78 0.0 07.03.09 4 WNW 3.4 18.0 62 0.0 06.03.09 5 ENE 6.6 14.0 78 0.0 07.03.09 5 WNW 4.0 17.0 61 0.0 06.03.09 6 ENE 5.2 14.0 78 0.0 07.03.09 6 NW 4.2 17.0 61 0.0 06.03.09 7 ENE 1.3 15.0 68 0.0 07.03.09 7 N 4.1 17.0 61 0.0 06.03.09 8 ENE 4.6 16.0 69 0.0 07.03.09 8 N 4.6 19.0 63 0.0 06.03.09 9 ESE 5.8 17.0 70 0.0 07.03.09 9 ENE 7.1 20.0 56 0.0 06.03.09 10 E 6.2 19.0 54 0.0 07.03.09 10 E 6.8 21.0 57 0.0 06.03.09 11 ESE 5.7 21.0 49 0.0 07.03.09 11 NNE 7.5 24.0 46 0.0 06.03.09 12 ESE 7.8 23.0 45 0.0 07.03.09 12 E 4.9 26.0 42 0.0 06.03.09 13 SE 7.8 25.0 41 0.0 07.03.09 13 ESE 6.4 27.0 38 0.0 06.03.09 14 ESE 8.2 28.0 28 0.0 07.03.09 14 ESE 14.7 28.0 33 0.0 06.03.09 15 SE 7.4 29.0 29 0.0 07.03.09 15 ESE 10.1 29.0 29 2.0 06.03.09 16 SE 5.5 28.0 33 0.0 07.03.09 16 ESE 12.2 28.0 33 2.0 06.03.09 17 SE 6.3 27.0 38 0.0 07.03.09 17 ESE 9.6 27.0 32 0.0 06.03.09 18 SSW 2.3 26.0 42 0.0 07.03.09 18 ESE 8.7 25.0 41 0.0 06.03.09 19 WSW 1.4 25.0 47 0.0 07.03.09 19 ESE 6.5 23.0 52 0.0 06.03.09 20 WNW 2.8 24.0 46 0.0 07.03.09 20 ESE 7.2 20.0 73 0.0 06.03.09 21 WNW 3.3 23.0 52 0.0 07.03.09 21 ESE 7.6 19.0 81 0.0 06.03.09 22 WNW 3.2 21.0 57 0.0 07.03.09 22 ESE 7.7 19.0 72 0.0 06.03.09 23 WSW 3.3 20.0 56 0.0 07.03.09 23 ESE 4.4 18.0 71 0.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

08.03.09 0 SE 4.7 18.0 71 0.0 09.03.09 0 SSE 0.2 17.0 70 0.0 08.03.09 1 SE 3.6 17.0 70 0.0 09.03.09 1 SSE 0.2 16.0 69 0.0 08.03.09 2 ESE 4.3 16.0 69 0.0 09.03.09 2 SE 0.2 16.0 69 0.0 08.03.09 3 ESE 4.4 15.0 78 0.0 09.03.09 3 SE 0.3 15.0 78 0.0 08.03.09 4 ESE 4.5 15.0 78 0.0 09.03.09 4 SSE 0.4 14.0 78 0.0 08.03.09 5 ESE 4.2 14.0 78 0.0 09.03.09 5 SSW 0.4 14.0 78 0.0 08.03.09 6 ESE 3.4 14.0 78 0.0 09.03.09 6 SSW 0.3 14.0 78 0.0 08.03.09 7 ESE 3.2 14.0 78 0.0 09.03.09 7 SSW 0.3 14.0 78 0.0 08.03.09 8 ESE 3.4 15.0 78 0.0 09.03.09 8 SSW 0.4 15.0 78 0.0 08.03.09 9 ESE 2.9 16.0 79 0.0 09.03.09 9 SWS 1.5 19.0 63 0.0 08.03.09 10 E 6.3 20.0 64 0.0 09.03.09 10 SSW 2.9 20.0 64 0.0 08.03.09 11 ESE 6.0 22.0 50 0.0 09.03.09 11 SSE 4.7 22.0 58 0.0 08.03.09 12 ESE 6.2 23.0 45 0.0 09.03.09 12 SSE 3.8 24.0 46 0.0 08.03.09 13 SE 7.2 25.0 41 0.0 09.03.09 13 SSE 5.4 26.0 36 0.0 08.03.09 14 SSE 6.8 26.0 36 0.0 09.03.09 14 SSE 5.2 26.0 36 0.0 08.03.09 15 ESE 12.8 26.0 36 0.0 09.03.09 15 SSW 5.5 28.0 28 0.0 08.03.09 16 SSE 6.9 26.0 36 0.0 09.03.09 16 SSW 3.5 27.0 32 0.0 08.03.09 17 SSE 7.4 25.0 35 0.0 09.03.09 17 SSE 2.4 26.0 30 0.0 08.03.09 18 SSE 3.8 24.0 39 0.0 09.03.09 18 SSE 2.7 24.0 39 0.0 08.03.09 19 SSE 2.9 23.0 45 0.0 09.03.09 19 SSE 3.1 23.0 45 0.0 08.03.09 20 SSE 2.9 22.0 50 0.0 09.03.09 20 SE 3.5 22.0 50 0.0 08.03.09 21 SSE 2.4 21.0 57 0.0 09.03.09 21 SE 2.7 21.0 49 0.0 08.03.09 22 SSE 1.1 19.0 63 0.0 09.03.09 22 SSE 2.8 20.0 56 0.0 08.03.09 23 SSE 0.4 18.0 62 0.0 09.03.09 23 SSE 0.6 19.0 54 0.0

10.03.09 0 SSE 0.3 18.0 62 0.0 11.03.09 0 SSE 4.2 18.0 62 0.0 10.03.09 1 SSE 0.4 17.0 70 0.0 11.03.09 1 SSE 4.2 17.0 70 0.0 10.03.09 2 SE 0.5 16.0 69 0.0 11.03.09 2 SSE 6.7 16.0 69 0.0 10.03.09 3 SE 0.7 16.0 69 0.0 11.03.09 3 SSE 5.5 15.0 78 0.0 10.03.09 4 ESE 0.7 15.0 68 0.0 11.03.09 4 ESE 3.8 15.0 68 0.0 10.03.09 5 ESE 0.4 15.0 68 0.0 11.03.09 5 ESE 4.3 14.0 78 0.0 10.03.09 6 SE 0.8 14.0 67 0.0 11.03.09 6 ESE 4.5 14.0 67 0.0 10.03.09 7 SE 1.1 15.0 68 0.0 11.03.09 7 ESE 5.6 13.0 77 0.0 10.03.09 8 SE 1.0 18.0 53 0.0 11.03.09 8 E 3.9 15.0 68 0.0 10.03.09 9 WSW 5.4 19.0 54 0.0 11.03.09 9 E 4.7 17.0 61 0.0 10.03.09 10 WSW 6.2 21.0 49 0.0 11.03.09 10 ESE 1.9 19.0 54 0.0 10.03.09 11 WSW 6.7 23.0 52 0.0 11.03.09 11 ESE 13.4 21.0 42 0.0 10.03.09 12 ESE 6.6 24.0 46 0.0 11.03.09 12 ESE 13.4 22.0 43 0.0 10.03.09 13 SSE 5.8 25.0 41 0.0 11.03.09 13 ESE 12.4 24.0 33 0.0 10.03.09 14 SSE 6.3 26.0 42 0.0 11.03.09 14 ESE 12.9 26.0 30 2.0 10.03.09 15 SSE 6.5 27.0 38 0.0 11.03.09 15 ESE 18.1 27.0 26 2.0 10.03.09 16 SSE 8.5 28.0 28 0.0 11.03.09 16 ESE 17.2 27.0 26 2.0 10.03.09 17 SSE 8.4 27.0 32 0.0 11.03.09 17 ESE 12.9 25.0 35 2.0 10.03.09 18 SSE 9.7 25.0 41 0.0 11.03.09 18 ESE 12.5 24.0 33 2.0 10.03.09 19 SE 5.5 24.0 39 0.0 11.03.09 19 ESE 12.3 22.0 43 2.0 10.03.09 20 SSE 5.7 22.0 50 0.0 11.03.09 20 ESE 11.3 21.0 49 2.0 10.03.09 21 SSE 5.6 20.0 56 0.0 11.03.09 21 ESE 7.4 20.0 48 2.0 10.03.09 22 SE 3.9 19.0 63 0.0 11.03.09 22 ESE 9.7 19.0 54 2.0 10.03.09 23 SE 3.4 18.0 62 0.0 11.03.09 23 E 7.8 18.0 49 2.0

12.03.09 0 E 5.5 16.0 69 2.0 13.03.09 0 SSE 2.1 17.0 70 0.0 12.03.09 1 E 9.3 15.0 68 2.0 13.03.09 1 SSE 0.7 16.0 79 0.0 12.03.09 2 ESE 5.8 15.0 68 2.0 13.03.09 2 SSE 2.3 15.0 78 0.0 12.03.09 3 ESE 6.8 14.0 67 0.0 13.03.09 3 ESE 2.8 15.0 78 0.0 12.03.09 4 ESE 7.7 13.0 77 0.0 13.03.09 4 ESE 3.5 15.0 68 0.0 12.03.09 5 ESE 6.2 13.0 77 0.0 13.03.09 5 E 4.7 14.0 78 0.0 12.03.09 6 ESE 7.9 13.0 66 0.0 13.03.09 6 NNE 2.9 14.0 67 0.0 12.03.09 7 E 6.8 13.0 66 0.0 13.03.09 7 NNE 3.8 15.0 68 0.0 12.03.09 8 ESE 6.5 14.0 67 0.0 13.03.09 8 NNE 2.3 16.0 69 0.0 12.03.09 9 ESE 6.7 18.0 49 0.0 13.03.09 9 N 2.3 18.0 71 0.0 12.03.09 10 ESE 12.6 20.0 56 0.0 13.03.09 10 NNE 3.4 21.0 57 0.0 12.03.09 11 ESE 12.3 23.0 38 0.0 13.03.09 11 NNW 3.3 24.0 46 0.0 12.03.09 12 ESE 15.3 24.0 39 0.0 13.03.09 12 NNW 3.9 26.0 42 0.0 12.03.09 13 ESE 15.8 26.0 30 0.0 13.03.09 13 NNW 4.1 27.0 44 0.0 12.03.09 14 ESE 10.3 27.0 32 0.0 13.03.09 14 NW 7.4 28.0 45 0.0 12.03.09 15 ESE 15.7 28.0 33 0.0 13.03.09 15 SSW 5.3 29.0 35 0.0 12.03.09 16 ESE 14.2 27.0 38 0.0 13.03.09 16 SSW 5.6 29.0 35 0.0 12.03.09 17 ESE 12.7 26.0 36 0.0 13.03.09 17 SSW 6.8 28.0 39 0.0 12.03.09 18 ESE 3.7 25.0 41 0.0 13.03.09 18 SW 4.9 26.0 42 0.0 12.03.09 19 ESE 4.3 23.0 45 0.0 13.03.09 19 W 5.4 25.0 47 0.0 12.03.09 20 SE 3.5 21.0 57 0.0 13.03.09 20 W 5.1 24.0 46 0.0 12.03.09 21 SE 3.8 20.0 56 0.0 13.03.09 21 WSW 4.4 23.0 52 0.0 12.03.09 22 SE 3.9 19.0 63 0.0 13.03.09 22 WSW 3.5 22.0 58 0.0 12.03.09 23 SE 3.7 18.0 62 0.0 13.03.09 23 W 3.0 20.0 64 0.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

14.03.09 0 W 2.8 20.0 64 0.0 15.03.09 0 SSE 0.1 21.0 65 0.0 14.03.09 1 W 3.1 19.0 72 0.0 15.03.09 1 SE 0.1 20.0 73 0.0 14.03.09 2 WSW 2.7 19.0 72 0.0 15.03.09 2 SE 0.1 20.0 64 0.0 14.03.09 3 WSW 2.4 18.0 80 0.0 15.03.09 3 SSE 0.1 19.0 72 0.0 14.03.09 4 WSW 3.2 18.0 71 0.0 15.03.09 4 SSE 0.2 19.0 72 0.0 14.03.09 5 WSW 4.3 17.0 80 0.0 15.03.09 5 SSE 0.2 18.0 80 0.0 14.03.09 6 NW 4.1 17.0 80 0.0 15.03.09 6 SSE 0.2 18.0 80 0.0 14.03.09 7 NW 3.7 17.0 80 0.0 15.03.09 7 SSE 0.2 19.0 72 0.0 14.03.09 8 WSW 4.3 18.0 80 0.0 15.03.09 8 SSE 3.4 20.0 73 0.0 14.03.09 9 WNW 4.5 21.0 65 0.0 15.03.09 9 SSW 2.8 22.0 58 0.0 14.03.09 10 WNW 6.6 23.0 59 0.0 15.03.09 10 W 3.4 25.0 47 0.0 14.03.09 11 NNE 5.5 25.0 54 0.0 15.03.09 11 SSW 3.6 27.0 38 0.0 14.03.09 12 NNE 5.7 27.0 50 0.0 15.03.09 12 SSW 6.4 28.0 33 0.0 14.03.09 13 NE 6.4 28.0 45 0.0 15.03.09 13 SSE 6.9 29.0 29 0.0 13.03.09 14 W 4.0 30.0 42 0.0 15.03.09 14 SSE 5.3 29.0 35 0.0 14.03.09 15 SSW 3.2 30.0 42 0.0 15.03.09 15 SSE 6.5 29.0 35 0.0 14.03.09 16 SSE 3.9 30.0 42 0.0 15.03.09 16 SSE 8.2 29.0 35 0.0 14.03.09 17 SSE 1.5 28.0 45 0.0 15.03.09 17 SSE 6.7 28.0 39 0.0 14.03.09 18 SE 1.7 27.0 50 0.0 15.03.09 18 SSE 4.9 27.0 44 0.0 14.03.09 19 SSE 0.7 26.0 49 0.0 15.03.09 19 SE 3.7 25.0 47 0.0 14.03.09 20 S 1.2 25.0 54 0.0 15.03.09 20 SE 0.2 24.0 53 0.0 14.03.09 21 SSE 0.5 23.0 59 0.0 15.03.09 21 SSE 0.2 23.0 52 0.0 14.03.09 22 SSE 0.5 22.0 66 0.0 15.03.09 22 SSE 0.2 22.0 58 0.0 14.03.09 23 - - - - - 15.03.09 23 SSW 2.0 21.0 57 0.0

16.03.09 0 SSW 0.2 20.0 64 0.0 17.03.09 0 SSE 0.1 21.0 73 0.0 16.03.09 1 SW 0.3 19.0 63 0.0 17.03.09 1 SSE 0.1 20.0 73 0.0 16.03.09 2 SW 0.4 19.0 63 0.0 17.03.09 2 SE 0.1 20.0 73 0.0 16.03.09 3 SSE 0.4 18.0 71 0.0 17.03.09 3 SSW 0.1 19.0 72 0.0 16.03.09 4 ESE 0.5 18.0 62 0.0 17.03.09 4 SSW 0.1 18.0 80 0.0 16.03.09 5 ESE 0.4 17.0 70 0.0 17.03.09 5 SW 0.1 18.0 80 0.0 16.03.09 6 ESE 0.4 17.0 70 0.0 17.03.09 6 SW 0.3 18.0 80 0.0 16.03.09 7 ESE 0.6 18.0 62 0.0 17.03.09 7 WSW 0.2 19.0 81 0.0 16.03.09 8 ESE 0.6 19.0 63 0.0 17.03.09 8 WSW 1.2 20.0 73 0.0 16.03.09 9 ESE 1.1 21.0 65 0.0 17.03.09 9 SW 5.2 22.0 66 0.0 16.03.09 10 ESE 1.1 23.0 59 0.0 17.03.09 10 SSE 7.1 24.0 60 0.0 16.03.09 11 ESE 1.6 25.0 61 0.0 17.03.09 11 SSE 10.3 26.0 55 0.0 16.03.09 12 ESE 2.6 26.0 62 0.0 17.03.09 12 SSE 5.7 28.0 51 0.0 16.03.09 13 WSW 4.5 27.0 50 0.0 17.03.09 13 ESE 5.3 29.0 46 0.0 16.03.09 14 S 6.1 28.0 45 0.0 17.03.09 14 ESE 6.3 29.0 40 0.0 16.03.09 15 S 8.3 28.0 45 2.0 17.03.09 15 ESE 6.9 30.0 42 0.0 16.03.09 16 SSE 3.4 28.0 51 2.0 17.03.09 16 SE 7.8 30.0 42 0.0 16.03.09 17 SSE 2.4 27.0 50 2.0 17.03.09 17 SSE 5.9 30.0 36 0.0 16.03.09 18 SSE 1.3 26.0 55 2.0 17.03.09 18 SSE 3.0 28.0 45 0.0 16.03.09 19 SE 1.2 26.0 49 2.0 17.03.09 19 S 2.6 27.0 50 0.0 16.03.09 20 SSE 1.2 25.0 54 2.0 17.03.09 20 SSE 1.1 25.0 61 0.0 16.03.09 21 SSE 1.3 24.0 60 0.0 17.03.09 21 SSW 0.7 24.0 60 0.0 16.03.09 22 SSE 0.4 23.0 67 0.0 17.03.09 22 SSW 1.2 23.0 67 0.0 16.03.09 23 SSE 0.1 21.0 73 0.0 17.03.09 23 SSW 0.6 22.0 66 0.0

18.03.09 0 SW 0.5 21.0 73 0.0 19.03.09 0 SSW 0.2 23.0 59 0.0 18.03.09 1 WSW 0.7 21.0 65 0.0 19.03.09 1 SW 0.2 22.0 66 0.0 18.03.09 2 WSW 0.4 20.0 73 0.0 19.03.09 2 WSW 0.1 22.0 66 0.0 18.03.09 3 SSW 0.5 20.0 73 0.0 19.03.09 3 SSE 0.1 21.0 73 0.0 18.03.09 4 SSE 0.4 19.0 72 0.0 19.03.09 4 SSE 0.2 21.0 65 0.0 18.03.09 5 ESE 0.7 19.0 72 0.0 19.03.09 5 ESE 0.2 21.0 65 0.0 18.03.09 6 ESE 0.6 19.0 72 0.0 19.03.09 6 ESE 0.2 20.0 73 0.0 18.03.09 7 ESE 1.1 19.0 72 0.0 19.03.09 7 ESE 0.3 20.0 73 0.0 18.03.09 8 ESE 0.7 20.0 73 0.0 19.03.09 8 E 0.4 21.0 73 2.0 18.03.09 9 ESE 3.7 22.0 58 0.0 19.03.09 9 E 2.5 22.0 66 2.0 18.03.09 10 ESE 4.2 24.0 53 0.0 19.03.09 10 ESE 11.2 25.0 47 2.0 18.03.09 11 ESE 3.3 26.0 49 0.0 19.03.09 11 ESE 10.8 27.0 44 0.0 18.03.09 12 ESE 4.2 27.0 44 0.0 19.03.09 12 SSE 9.9 29.0 35 0.0 18.03.09 13 ESE 4.2 30.0 36 0.0 19.03.09 13 SSE 6.1 31.0 33 0.0 18.03.09 14 ESE 4.6 31.0 37 0.0 19.03.09 14 SSE 4.6 32.0 29 0.0 18.03.09 15 ESE 5.7 31.0 37 0.0 19.03.09 15 SSW 4.6 32.0 34 0.0 18.03.09 16 SSE 4.7 32.0 29 0.0 19.03.09 16 SSW 8.2 32.0 29 0.0 18.03.09 17 SSE 4.2 31.0 32 0.0 19.03.09 17 SSW 4.7 31.0 33 0.0 18.03.09 18 SSE 2.6 30.0 36 0.0 19.03.09 18 SSE 5.5 30.0 36 0.0 18.03.09 19 SSW 2.6 29.0 40 0.0 19.03.09 19 SSE 0.8 28.0 45 0.0 18.03.09 20 WSW 0.5 28.0 45 0.0 19.03.09 20 SSE 1.3 26.0 55 0.0 18.03.09 21 SW 0.4 26.0 49 2.0 19.03.09 21 SSE 0.9 26.0 55 0.0 18.03.09 22 SSW 0.7 25.0 54 2.0 19.03.09 22 SSE 0.5 25.0 61 0.0 18.03.09 23 SSW 0.2 23.0 59 2.0 19.03.09 23 SSE 0.9 22.0 74 0.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

20.03.09 0 SE 1.4 21.0 73 0.0 21.03.09 0 ESE 5.3 20.0 64 6.0 20.03.09 1 SE 0.4 21.0 65 0.0 21.03.09 1 ESE 4.2 20.0 64 6.0 20.03.09 2 SSE 0.9 20.0 73 0.0 21.03.09 2 E 3.9 19.0 72 6.0 20.03.09 3 SSE 0.8 20.0 73 0.0 21.03.09 3 ESE 3.7 19.0 63 6.0 20.03.09 4 SSE 2.5 19.0 72 0.0 21.03.09 4 ESE 4.7 18.0 71 4.0 20.03.09 5 SSE 3.4 19.0 72 0.0 21.03.09 5 SE 4.6 17.0 80 4.0 20.03.09 6 SSE 3.2 19.0 72 0.0 21.03.09 6 SSE 4.1 16.0 79 2.0 20.03.09 7 SSE 3.5 20.0 64 0.0 21.03.09 7 SSE 4.6 17.0 80 2.0 20.03.09 8 SSE 3.1 22.0 66 2.0 21.03.09 8 SSW 4.3 19.0 72 2.0 20.03.09 9 SSE 2.5 24.0 53 2.0 21.03.09 9 SSW 2.1 20.0 73 0.0 20.03.09 10 SSE 1.2 25.0 54 2.0 21.03.09 10 SSW 0.4 22.0 66 0.0 20.03.09 11 SSW 3.5 26.0 49 2.0 21.03.09 11 WNW 5.4 24.0 68 0.0 20.03.09 12 WSW 2.7 28.0 45 2.0 21.03.09 12 WNW 6.2 26.0 55 0.0 20.03.09 13 NNW 10.1 29.0 40 2.0 21.03.09 13 SW 5.8 28.0 39 0.0 20.03.09 14 NNW 1.7 30.0 36 0.0 21.03.09 14 SSE 6.1 29.0 40 0.0 20.03.09 15 NNE 7.1 31.0 33 4.0 21.03.09 15 SSE 6.8 30.0 36 0.0 20.03.09 16 NNW 9.9 31.0 33 4.0 21.03.09 16 SSE 6.5 30.0 31 0.0 20.03.09 17 WNW 11.8 29.0 40 4.0 21.03.09 17 SSE 7.1 29.0 35 0.0 20.03.09 18 WNW 7.4 28.0 39 2.0 21.03.09 18 SSE 5.5 28.0 33 0.0 20.03.09 19 WSW 7.3 27.0 38 2.0 21.03.09 19 SSE 2.6 26.0 42 0.0 20.03.09 20 SSW 6.6 26.0 42 2.0 21.03.09 20 SSE 4.2 24.0 53 0.0 20.03.09 21 SSW 4.7 24.0 46 2.0 21.03.09 21 SSE 1.1 23.0 59 0.0 20.03.09 22 ESE 5.1 21.0 65 2.0 21.03.09 22 SSE 0.7 22.0 66 0.0 20.03.09 23 ESE 4.5 21.0 65 2.0 21.03.09 23 SSE 0.6 22.0 58 0.0

22.03.09 0 SSE 1.4 21.0 65 0.0 23.03.09 0 ESE 2.9 21.0 65 4.0 22.03.09 1 SSE 0.6 20.0 73 0.0 23.03.09 1 ESE 2.9 21.0 65 4.0 22.03.09 2 SSE 0.4 19.0 81 0.0 23.03.09 2 E 2.3 20.0 73 4.0 22.03.09 3 SE 0.4 19.0 72 0.0 23.03.09 3 ESE 1.4 20.0 64 4.0 22.03.09 4 ESE 0.7 18.0 80 0.0 23.03.09 4 SSE 3.6 19.0 72 4.0 22.03.09 5 ESE 1.2 18.0 80 0.0 23.03.09 5 SSW 1.8 19.0 72 4.0 22.03.09 6 ESE 0.9 18.0 80 0.0 23.03.09 6 SSW 2.7 19.0 72 4.0 22.03.09 7 ESE 1.1 18.0 80 0.0 23.03.09 7 SSW 2.5 20.0 73 4.0 22.03.09 8 ESE 1.0 19.0 81 0.0 23.03.09 8 ESE 0.9 21.0 73 4.0 22.03.09 9 ESE 2.9 21.0 73 0.0 23.03.09 9 E 1.5 22.0 66 2.0 22.03.09 10 ESE 3.6 23.0 67 0.0 23.03.09 10 WSW 1.8 24.0 53 2.0 22.03.09 11 ESE 5.5 25.0 54 0.0 23.03.09 11 WSW 1.9 26.0 49 2.0 22.03.09 12 ESE 3.1 27.0 44 0.0 23.03.09 12 ENE 3.9 27.0 44 0.0 22.03.09 13 ESE 3.6 28.0 45 2.0 23.03.09 13 SSE 3.8 29.0 40 0.0 22.03.09 14 WNW 6.6 31.0 33 2.0 23.03.09 14 SSW 5.4 30.0 36 0.0 22.03.09 15 SSW 6.6 30.0 31 4.0 23.03.09 15 SSW 5.0 31.0 33 0.0 22.03.09 16 SSW 7.1 30.0 31 4.0 23.03.09 16 SSE 5.5 30.0 36 0.0 22.03.09 17 SSW 5.7 29.0 35 4.0 23.03.09 17 SSE 2.4 29.0 35 0.0 22.03.09 18 WSW 5.8 28.0 39 4.0 23.03.09 18 SSE 3.4 28.0 39 0.0 22.03.09 19 WSW 5.4 26.0 42 4.0 23.03.09 19 SSW 3.4 27.0 38 0.0 22.03.09 20 ESE 5.0 25.0 47 8.0 23.03.09 20 SSW 2.4 26.0 42 0.0 22.03.09 21 ESE 4.6 23.0 52 8.0 23.03.09 21 SSW 2.9 25.0 47 0.0 22.03.09 22 ESE 3.6 22.0 58 4.0 23.03.09 22 SSW 2.1 24.0 46 0.0 22.03.09 23 ESE 2.9 22.0 58 2.0 23.03.09 23 SSW 2.2 23.0 52 0.0

24.03.09 0 SSW 1.4 23.0 52 0.0 25.03.09 0 WNW 6.4 22.0 58 8.0 24.03.09 1 WSW 0.7 22.0 58 0.0 25.03.09 1 N 6.2 22.0 58 6.0 24.03.09 2 WSW 1.2 21.0 65 0.0 25.03.09 2 NNW 7.1 21.0 65 6.0 24.03.09 3 SSE 2.7 21.0 65 0.0 25.03.09 3 NNW 3.8 21.0 65 8.0 24.03.09 4 SSE 1.3 21.0 65 0.0 25.03.09 4 NNW 5.1 20.0 64 6.0 24.03.09 5 SSW 0.1 20.0 64 0.0 25.03.09 5 WNW 4.8 19.0 72 6.0 24.03.09 6 WSW 1.1 20.0 64 0.0 25.03.09 6 WNW 6.2 19.0 81 4.0 24.03.09 7 WSW 1.6 20.0 73 0.0 25.03.09 7 WNW 5.3 20.0 73 4.0 24.03.09 8 NNW 3.4 22.0 43 2.0 25.03.09 8 NNW 4.8 21.0 73 2.0 24.03.09 9 NNW 1.2 23.0 45 2.0 25.03.09 9 NNW 3.5 22.0 74 2.0 24.03.09 10 NNW 5.1 25.0 47 2.0 25.03.09 10 NNE 4.8 24.0 68 2.0 24.03.09 11 N 3.8 27.0 63 2.0 25.03.09 11 NNE 4.4 26.0 62 2.0 24.03.09 12 NNW 6.3 29.0 40 2.0 25.03.09 12 ENE 4.6 26.0 62 2.0 24.03.09 13 NNW 4.2 30.0 36 2.0 25.03.09 13 ESE 5.3 27.0 56 2.0 24.03.09 14 NNW 8.2 32.0 39 4.0 25.03.09 14 ESE 3.7 28.0 51 2.0 24.03.09 15 SSW 4.5 31.0 49 4.0 25.03.09 15 WSW 9.5 29.0 46 2.0 24.03.09 16 SSW 8.7 31.0 49 4.0 25.03.09 16 WSW 8.8 28.0 51 2.0 24.03.09 17 WNW 7.9 29.0 46 8.0 25.03.09 17 SSW 2.8 27.0 50 2.0 24.03.09 18 WNW 7.5 28.0 45 8-R 25.03.09 18 SSW 2.9 26.0 55 2.0 24.03.09 19 NNW 7.2 26.0 49 8.0 25.03.09 19 SSE 2.6 25.0 61 2.0 24.03.09 20 WNW 6.5 25.0 47 8-R 25.03.09 20 SSE 2.1 24.0 60 2.0 24.03.09 21 WNW 9.2 25.0 47 8.0 25.03.09 21 S 2.2 23.0 67 2.0 24.03.09 22 NNW 15.5 24.0 53 8.0 25.03.09 22 S 0.7 22.0 74 2.0 24.03.09 23 NNW 5.5 23.0 59 8.0 25.03.09 23 S 1.1 21.0 73 2.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

26.03.09 0 SSE 2.8 20.0 73 2.0 27.03.09 0 WSW 0.8 21.0 65 6.0 26.03.09 1 SSE 2.1 19.0 81 2.0 27.03.09 1 WSW 0.8 20.0 73 6.0 26.03.09 2 S 2.3 18.0 80 2.0 27.03.09 2 WSW 1.7 20.0 73 6.0 26.03.09 3 SSW 1.8 18.0 71 2.0 27.03.09 3 WSW 2.0 19.0 72 8.0 26.03.09 4 SSE 0.9 17.0 80 2.0 27.03.09 4 WNW 1.8 19.0 72 8.0 26.03.09 5 SSE 1.0 16.0 79 2.0 27.03.09 5 WNW 1.8 19.0 72 8.0 26.03.09 6 S 1.7 16.0 79 2.0 27.03.09 6 WNW 2.5 20.0 64 8.0 26.03.09 7 S 2.3 17.0 80 2.0 27.03.09 7 WNW 1.3 21.0 65 8.0 26.03.09 8 SSE 2.3 19.0 72 2.0 27.03.09 8 W 2.6 21.0 65 8.0 26.03.09 9 SSE 2.1 21.0 65 2.0 27.03.09 9 W 1.8 21.0 65 8.0 26.03.09 10 ENE 2.8 22.0 58 2.0 27.03.09 10 WNW 2.6 22.0 66 8.0 26.03.09 11 ENE 4.6 23.0 59 2.0 27.03.09 11 WSW 3.8 23.0 67 8.0 26.03.09 12 ENE 3.9 25.0 54 2.0 27.03.09 12 SSE 4.3 24.0 68 8-R 26.03.09 13 ESE 5.1 27.0 44 2.0 27.03.09 13 SSE 4.5 25.0 61 8-R 26.03.09 14 ESE 5.6 27.0 50 2.0 27.03.09 14 SSE 6.8 26.0 62 8.0 26.03.09 15 ESE 5.8 28.0 45 2.0 27.03.09 15 SSW 4.4 25.0 62 8-R 26.03.09 16 ESE 4.8 28.0 39 2.0 27.03.09 16 SSW 4.9 24.0 75 8.0 26.03.09 17 ESE 5.1 27.0 38 2.0 27.03.09 17 SW 5.6 21.0 73 8-R 26.03.09 18 ESE 6.9 26.0 42 2.0 27.03.09 18 WSW 4.3 20.0 73 8.0 26.03.09 19 SSE 5.7 25.0 47 2.0 27.03.09 19 WSW 4.9 20.0 73 8.0 26.03.09 20 SSE 6.2 24.0 53 2.0 27.03.09 20 WSW 4.0 19.0 81 8.0 26.03.09 21 SSE 6.2 23.0 52 2.0 27.03.09 21 WSW 3.8 19.0 81 8.0 26.03.09 22 SSE 0.2 22.0 58 4.0 27.03.09 22 WSW 1.9 19.0 81 8.0 26.03.09 23 SSE 1.4 22.0 58 4.0 27.03.09 23 W 2.0 19.0 81 6.0

28.03.09 0 W 1.8 19.0 72 6.0 29.03.09 0 SSE 0.5 21.0 82 6.0 28.03.09 1 WNW 1.6 18.0 80 6.0 29.03.09 1 SSE 0.2 21.0 82 6.0 28.03.09 2 WNW 1.2 18.0 80 6.0 29.03.09 2 SSE 0.4 20.0 81 6.0 28.03.09 3 WNW 1.9 17.0 80 6.0 29.03.09 3 SSE 0.8 20.0 81 6.0 28.03.09 4 WSW 1.2 17.0 80 6.0 29.03.09 4 ENE 0.8 19.0 80 6.0 28.03.09 5 WSW 3.7 17.0 80 6.0 29.03.09 5 ENE 1.2 19.0 80 6.0 28.03.09 6 SSW 3.1 17.0 80 6.0 29.03.09 6 ENE 0.6 20.0 81 6.0 28.03.09 7 SSW 3.6 18.0 80 6.0 29.03.09 7 ENE 1.6 20.0 81 6.0 28.03.09 8 SSW 4.7 18.0 80 6.0 29.03.09 8 ENE 0.2 20.0 81 6.0 28.03.09 9 SSW 3.9 20.0 73 6.0 29.03.09 9 ENE 3.2 22.0 66 6.0 28.03.09 10 SSW 4.8 24.0 68 6.0 29.03.09 10 ENE 2.7 24.0 53 6.0 28.03.09 11 SSE 3.8 26.0 55 6.0 29.03.09 11 SSE 2.2 25.0 54 6.0 28.03.09 12 SSE 2.8 27.0 56 6.0 29.03.09 12 SSE 2.3 26.0 55 6.0 28.03.09 13 SSE 4.3 29.0 52 6.0 29.03.09 13 E 5.6 28.0 51 8.0 28.03.09 14 SSE 4.5 29.0 52 6.0 29.03.09 14 ESE 5.3 29.0 52 8.0 28.03.09 15 SSE 5.2 27.0 56 6.0 29.03.09 15 SSE 4.8 28.0 57 8-R 28.03.09 16 SSE 5.3 27.0 56 6.0 29.03.09 16 SSE 4.9 27.0 63 8.0 28.03.09 17 SSE 6.1 26.0 62 8.0 29.03.09 17 WSW 2.7 26.0 69 8.0 28.03.09 18 SSE 8.9 25.0 61 8.0 29.03.09 18 WSW 0.7 26.0 62 6.0 28.03.09 19 SSE 6.7 24.0 68 8.0 29.03.09 19 SSW 1.2 25.0 68 6.0 28.03.09 20 SSW 9.8 23.0 75 8-R 29.03.09 20 WSW 0.8 25.0 68 6.0 28.03.09 21 SSW 9.6 22.0 74 8.0 29.03.09 21 WSW 0.6 24.0 75 6.0 28.03.09 22 SSW 9.5 22.0 74 6.0 29.03.09 22 NNW 1.2 23.0 83 6.0 28.03.09 23 SSW 1.2 21.0 82 6.0 29.03.09 23 NNW 2.2 22.0 82 6.0

30.03.09 0 WNW 4.0 22.0 82 4.0 31.03.09 0 ESE 5.6 20.0 64 2.0 30.03.09 1 WNW 4.3 21.0 82 4.0 31.03.09 1 ESE 5.6 19.0 72 2.0 30.03.09 2 WNW 8.1 20.0 81 4.0 31.03.09 2 ESE 6.0 19.0 72 2.0 30.03.09 3 SSW 4.2 19.0 81 2.0 31.03.09 3 ESE 5.0 18.0 80 2.0 30.03.09 4 SSW 5.6 19.0 72 2.0 31.03.09 4 ESE 5.5 18.0 71 2.0 30.03.09 5 SSW 4.2 18.0 80 2.0 31.03.09 5 ESE 5.4 17.0 80 2.0 30.03.09 6 ESE 3.7 18.0 80 2.0 31.03.09 6 ESE 7.7 18.0 71 2.0 30.03.09 7 ESE 4.2 19.0 81 2.0 31.03.09 7 ESE 6.2 19.0 72 2.0 30.03.09 8 ESE 5.1 20.0 81 2.0 31.03.09 8 ESE 6.4 19.0 72 2.0 30.03.09 9 SSE 3.0 21.0 82 2.0 31.03.09 9 ESE 10.7 21.0 65 2.0 30.03.09 10 SSE 9.5 23.0 63 2.0 31.03.09 10 ESE 12.1 23.0 59 2.0 30.03.09 11 E 10.7 25.0 54 2.0 31.03.09 11 ESE 13.2 26.0 49 2.0 30.03.09 12 ESE 9.6 27.0 50 2.0 31.03.09 12 ESE 18.6 27.0 44 2.0 30.03.09 13 ESE 13.1 28.0 48 2.0 31.03.09 13 ESE 14.8 28.0 39 2.0 30.03.09 14 ESE 15.1 28.0 39 2.0 31.03.09 14 ESE 15.3 30.0 36 2.0 30.03.09 15 ESE 11.2 28.0 39 2.0 31.03.09 15 ESE 12.7 30.0 31 2.0 30.03.09 16 ESE 5.1 27.0 44 2.0 31.03.09 16 ESE 12.5 29.0 35 2.0 30.03.09 17 ESE 13.7 26.0 49 2.0 31.03.09 17 ESE 14.2 28.0 33 2.0 30.03.09 18 ESE 13.3 25.0 47 4.0 31.03.09 18 ESE 10.6 27.0 38 2.0 30.03.09 19 ESE 5.1 24.0 53 4.0 31.03.09 19 ESE 11.4 26.0 42 2.0 30.03.09 20 ESE 11.8 23.0 59 4.0 31.03.09 20 ESE 5.9 25.0 47 2.0 30.03.09 21 ESE 7.7 22.0 66 2.0 31.03.09 21 ESE 5.2. 23.0 52 2.0 30.03.09 22 ESE 14.3 21.0 65 2.0 31.03.09 22 ESE 6.2 22.0 50 2.0 30.03.09 23 ESE 5.6 21.0 65 2.0 31.03.09 23 ESE 6.6 22.0 50 2.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

01.04.09 0 ESE 5.7 21.0 57 2.0 02.04.09 0 ESE 0.1 24.0 68 0.0 01.04.09 1 ESE 4.7 20.0 64 2.0 02.04.09 1 ESE 0.1 24.0 60 0.0 01.04.09 2 ESE 4.3 19.0 63 2.0 02.04.09 2 ESE 0.2 23.0 67 0.0 01.04.09 3 ESE 2.9 18.0 71 2.0 02.04.09 3 ENE 0.1 23.0 67 0.0 01.04.09 4 ESE 4.2 17.0 80 2.0 02.04.09 4 ENE 0.1 22.0 66 0.0 01.04.09 5 ESE 5.2 17.0 80 2.0 02.04.09 5 NNE 0.1 22.0 66 0.0 01.04.09 6 ESE 6.7 18.0 71 2.0 02.04.09 6 NNE 0.1 23.0 59 0.0 01.04.09 7 ESE 6.7 19.0 72 2.0 02.04.09 7 NNE 0.1 23.0 67 0.0 01.04.09 8 ESE 6.7 20.0 73 2.0 02.04.09 8 NNW 0.3 25.0 61 0.0 01.04.09 9 ESE 6.9 23.0 59 2.0 02.04.09 9 NNW 1.0 27.0 56 0.0 01.04.09 10 ESE 10.7 25.0 47 2.0 02.04.09 10 ESE 1.2 29.0 46 0.0 01.04.09 11 ESE 8.9 27.0 44 2.0 02.04.09 11 ESE 2.4 31.0 37 0.0 01.04.09 12 ESE 9.5 29.0 35 2.0 02.04.09 12 SSE 7.7 33.0 37 0.0 01.04.09 13 ESE 9.2 31.0 33 2.0 02.04.09 13 SSE 4.3 34.0 32 0.0 01.04.09 14 ESE 14.1 32.0 29 0.0 02.04.09 14 SSE 10.8 33.0 32 0.0 01.04.09 15 ESE 11.4 32.0 34 0.0 02.04.09 15 SSE 7.6 33.0 32 0.0 01.04.09 16 ESE 13.9 32.0 34 0.0 02.04.09 16 NNE 5.0 32.0 34 0.0 01.04.09 17 ESE 5.1 30.0 47 0.0 02.04.09 17 NNE 2.8 32.0 34 0.0 01.04.09 18 SSE 4.0 29.0 52 0.0 02.04.09 18 WNW 0.9 31.0 37 0.0 01.04.09 19 SSE 2.6 28.0 51 0.0 02.04.09 19 WNW 0.9 30.0 42 2.0 01.04.09 20 SSE 2.8 28.0 51 0.0 02.04.09 20 W 0.8 29.0 46 2.0 01.04.09 21 ESE 0.2 27.0 56 0.0 02.04.09 21 W 0.5 28.0 45 2.0 01.04.09 22 ESE 0.1 26.0 62 0.0 02.04.09 22 WNW 1.0 27.0 50 2.0 01.04.09 23 ESE 0.1 25.0 61 0.0 02.04.09 23 WNW 2.7 26.0 55 2.0

03.04.09 0 WNW 3.4 26.0 55 2.0 04.04.09 0 ESE 0.6 24.0 53 0.0 03.04.09 1 WNW 3.7 25.0 54 2.0 04.04.09 1 ESE 1.5 24.0 53 0.0 03.04.09 2 SSE 4.4 25.0 54 2.0 04.04.09 2 ESE 2.1 23.0 59 0.0 03.04.09 3 SSE 5.5 24.0 53 2.0 04.04.09 3 ESE 2.8 22.0 58 0.0 03.04.09 4 ESE 5.4 24.0 53 2.0 04.04.09 4 ESE 5.2 21.0 65 0.0 03.04.09 5 ESE 6.2 22.0 58 2.0 04.04.09 5 ESE 2.8 20.0 73 0.0 03.04.09 6 ESE 6.2 23.0 52 0.0 04.04.09 6 ESE 3.8 20.0 64 0.0 03.04.09 7 ESE 5.7 24.0 53 0.0 04.04.09 7 ESE 4.6 21.0 65 0.0 03.04.09 8 ESE 4.5 26.0 49 0.0 04.04.09 8 SSE 5.7 23.0 59 0.0 03.04.09 9 ESE 3.1 28.0 45 0.0 04.04.09 9 SSE 5.8 27.0 50 0.0 03.04.09 10 ESE 3.9 29.0 40 0.0 04.04.09 10 SSE 9.5 29.0 40 0.0 03.04.09 11 ESE 3.7 30.0 36 0.0 04.04.09 11 SSE 8.7 31.0 27 0.0 03.04.09 12 WSW 3.7 31.0 37 0.0 04.04.09 12 SSE 16.3 32.0 34 0.0 03.04.09 13 W 3.4 33.0 30 0.0 04.04.09 13 ENE 12.1 32.0 29 0.0 03.04.09 14 E 5.2 34.0 32 0.0 04.04.09 14 ESE 12.9 31.0 32 2.0 03.04.09 15 ENE 6.7 34.0 36 0.0 04.04.09 15 ESE 13.4 30.0 36 2.0 03.04.09 16 ENE 9.4 33.0 25 0.0 04.04.09 16 ESE 15.3 29.0 35 4.0 03.04.09 17 ESE 8.1 32.0 34 0.0 04.04.09 17 ESE 15.1 28.0 39 6.0 03.04.09 18 ESE 0.4 31.0 37 0.0 04.04.09 18 ESE 16.8 28.0 34 6.0 03.04.09 19 ESE 0.6 30.0 36 0.0 04.04.09 19 ESE 7.1 27.0 38 6.0 03.04.09 20 ESE 0.9 29.0 40 0.0 04.04.09 20 ESE 8.1 26.0 42 4.0 03.04.09 21 ESE 0.4 28.0 39 0.0 04.04.09 21 ESE 5.3 25.0 41 4.0 03.04.09 22 ESE 1.3 28.0 39 0.0 04.04.09 22 ESE 7.3 24.0 46 2.0 03.04.09 23 ESE 1.2 27.0 44 0.0 04.04.09 23 ESE 4.6 23.0 45 2.0

05.04.09 0 ESE 5.2 22.0 50 2.0 06.04.09 0 SSW 0.7 25.0 47 2.0 05.04.09 1 ESE 4.5 21.0 57 0.0 06.04.09 1 SSW 2.6 24.0 53 4.0 05.04.09 2 ESE 4.0 20.0 64 0.0 06.04.09 2 SSE 3.0 24.0 46 4.0 05.04.09 3 ESE 4.4 20.0 56 0.0 06.04.09 3 SSE 3.1 23.0 52 4.0 05.04.09 4 ESE 5.5 19.0 63 0.0 06.04.09 4 ESE 2.6 22.0 50 4.0 05.04.09 5 ESE 4.7 18.0 62 0.0 06.04.09 5 ESE 2.4 22.0 50 6.0 05.04.09 6 ESE 5.2 18.0 62 0.0 06.04.09 6 ESE 2.0 23.0 52 6.0 05.04.09 7 ESE 4.5 19.0 63 0.0 06.04.09 7 ESE 2.6 23.0 52 8.0 05.04.09 8 ESE 6.3 21.0 57 0.0 06.04.09 8 ENE 4.4 24.0 53 8-R 05.04.09 9 ESE 6.6 25.0 41 0.0 06.04.09 9 ENE 8.9 25.0 47 8.0 05.04.09 10 ESE 11.6 27.0 38 0.0 06.04.09 10 ENE 7.8 25.0 54 6.0 05.04.09 11 ESE 10.7 29.0 29 2.0 06.04.09 11 ESE 5.3 26.0 55 4.0 05.04.09 12 ESE 9.8 31.0 27 2.0 06.04.09 12 SSE 4.8 27.0 56 4.0 05.04.09 13 ESE 13.5 32.0 29 2.0 06.04.09 13 SSE 4.7 29.0 46 2.0 05.04.09 14 ESE 14.9 33.0 32 2.0 06.04.09 14 SSE 5.2 31.0 37 2.0 05.04.09 15 ESE 11.2 32.0 34 2.0 06.04.09 15 SSE 5.3 32.0 39 2.0 05.04.09 16 ESE 12.7 31.0 32 2.0 06.04.09 16 WNW 3.5 33.0 40 6.0 05.04.09 17 ESE 5.3 31.0 32 2.0 06.04.09 17 NNW 5.1 33.0 40 6.0 05.04.09 18 ESE 3.6 30.0 36 2.0 06.04.09 18 NNW 8.7 29.0 46 6.0 05.04.09 19 ESE 4.1 29.0 40 2.0 06.04.09 19 NNW 9.6 26.0 55 8.0 05.04.09 20 ESE 4.0 28.0 45 2.0 06.04.09 20 WNW 6.1 25.0 54 8.0 05.04.09 21 ESE 0.9 27.0 44 2.0 06.04.09 21 WNW 7.9 24.0 68 6.0 05.04.09 22 ESE 0.8 26.0 49 2.0 06.04.09 22 SSW 6.0 23.0 59 6.0 05.04.09 23 ESE 1.3 26.0 42 2.0 06.04.09 23 SSE 5.3 22.0 66 4.0



3.3

Date Hrs Wind


Temp °C


Wind Speed (m/s)

Temp °C

% RH Cloudiness

07.04.09 0 SSW 4.2 22.0 58 4.0 08.04.09 0 WSW 4.3 24.0 53 6.0 07.04.09 1 SSE 2.7 21.0 65 2.0 08.04.09 1 W 10.3 24.0 53 6.0 07.04.09 2 SSE 2.9 21.0 65 2.0 08.04.09 2 WSW 11.4 23.0 52 4.0 07.04.09 3 SSW 2.7 20.0 64 0.0 08.04.09 3 WSW 14.8 23.0 52 4.0 07.04.09 4 SSW 2.5 20.0 64 0.0 08.04.09 4 WNW 14.5 22.0 58 2.0 07.04.09 5 SSE 3.2 19.0 63 0.0 08.04.09 5 WNW 13.2 22.0 50 2.0 07.04.09 6 SSE 3.4 19.0 63 0.0 08.04.09 6 WNW 12.7 22.0 50 2.0 07.04.09 7 SSW 3.7 20.0 65 0.0 08.04.09 7 NNW 12.7 23.0 52 2.0 07.04.09 8 WSW 3.8 22.0 58 0.0 08.04.09 8 NNW 14.5 25.0 47 2.0 07.04.09 9 WNW 3.3 25.0 47 0.0 08.04.09 9 NW 13.6 26.0 44 4.0 07.04.09 10 WNW 3.6 27.0 44 0.0 08.04.09 10 NNW 9.7 28.0 45 6.0 07.04.09 11 WSW 4.3 29.0 35 0.0 08.04.09 11 NNW 10.8 29.0 40 6.0 07.04.09 12 SSW 3.5 30.0 36 0.0 08.04.09 12 WSW 13.2 31.0 37 8.0 07.04.09 13 SSW 4.9 32.0 29 0.0 08.04.09 13 WSW 13.1 31.0 37 8.0 07.04.09 14 SSW 4.6 32.0 29 2.0 08.04.09 14 WSW 13.4 28.0 45 8-R 07.04.09 15 WSW 4.8 33.0 25 2.0 08.04.09 15 WSW 13.7 26.0 55 8-R 07.04.09 16 WSW 4.9 33.0 31 2.0 08.04.09 16 WNW 13.5 24.0 60 8-R 07.04.09 17 W 5.3 33.0 31 2.0 08.04.09 17 WNW 13.2 24.0 60 8.0 07.04.09 18 WNW 2.5 31.0 32 2.0 08.04.09 18 WNW 10.7 23.0 59 8-R 07.04.09 19 WSW 1.9 29.0 40 2.0 08.04.09 19 WNW 14.4 22.0 66 8-R 07.04.09 20 WSW 2.6 28.0 39 2.0 08.04.09 20 WNW 12.9 20.0 73 8.0 07.04.09 21 WSW 5.7 27.0 44 2.0 08.04.09 21 WSW 15.3 19.0 81 8-R 07.04.09 22 WNW 5.2 26.0 42 4.0 08.04.09 22 NNW 14.7 19.0 81 8.0 07.04.09 23 WNW 4.5 25.0 47 6.0 08.04.09 23 NNW 9.6 18.0 80 8-R

09.04.09 0 NNW 8.5 18.0 80 8.0 10.04.09 0 SSE 3.4 19.0 72 2.0 09.04.09 1 WNW 5.3 18.0 80 6.0 10.04.09 1 SSE 2.4 18.0 80 2.0 09.04.09 2 WNW 4.2 18.0 80 4.0 10.04.09 2 SSE 1.9 18.0 71 2.0 09.04.09 3 WSW 5.2 17.0 80 2.0 10.04.09 3 SSE 1.4 17.0 80 2.0 09.04.09 4 WSW 6.9 17.0 80 2.0 10.04.09 4 ESE 1.2 17.0 80 2.0 09.04.09 5 WSW 8.2 17.0 80 2.0 10.04.09 5 ESE 1.1 16.0 79 2.0 09.04.09 6 SW 7.2 18.0 80 2.0 10.04.09 6 ESE 1.3 16.0 79 2.0 09.04.09 7 WSW 6.3 18.0 80 2.0 10.04.09 7 ESE 2.2 17.0 80 2.0 09.04.09 8 WSW 6.2 19.0 81 2.0 10.04.09 8 ESE 2.5 18.0 80 2.0 09.04.09 9 WSW 6.1 20.0 81 2.0 10.04.09 9 ESE 2.3 20.0 73 2.0 09.04.09 10 WSW 5.2 22.0 74 4.0 10.04.09 10 SSE 3.4 21.0 73 2.0 09.04.09 11 NNE 7.5 23.0 67 4.0 10.04.09 11 ESE 4.3 23.0 59 2.0 09.04.09 12 NNE 5.3 24.0 68 4.0 10.04.09 12 ESE 6.4 25.0 47 2.0 09.04.09 13 SSE 4.3 25.0 61 4.0 10.04.09 13 ESE 13.2 27.0 44 2.0 09.04.09 14 SSE 4.1 26.0 55 2.0 10.04.09 14 ESE 13.2 28.0 39 2.0 09.04.09 15 SSE 4.3 27.0 50 2.0 10.04.09 15 ESE 13.9 30.0 31 2.0 09.04.09 16 SSE 4.2 26.0 49 2.0 10.04.09 16 ESE 14.4 30.0 36 2.0 09.04.09 17 SSE 3.8 26.0 49 2.0 10.04.09 17 SSE 5.6 30.0 36 0.0 09.04.09 18 SSE 5.6 25.0 54 2.0 10.04.09 18 SSE 6.1 29.0 35 0.0 09.04.09 19 SE 4.8 24.0 60 2.0 10.04.09 19 ESE 5.7 28.0 39 0.0 09.04.09 20 SE 3.6 23.0 59 2.0 10.04.09 20 SSE 4.6 25.0 47 0.0 09.04.09 21 SSE 4.2 22.0 66 4.0 10.04.09 21 ESE 3.6 24.0 46 0.0 09.04.09 22 SSE 2.5 20.0 73 4.0 10.04.09 22 ESE 2.5 22.0 58 0.0 09.04.09 23 SSE 3.2 19.0 72 4.0 10.04.09 23 ESE 2.8 21.0 57 0.0

11.04.09 0 ESE 1.4 20.0 64 0.0 12.04.09 0 ESE 1.3 24.0 60 0.0 11.04.09 1 ESE 2.3 19.0 72 0.0 12.04.09 1 ESE 0.9 23.0 67 0.0 11.04.09 2 ESE 1.2 18.0 71 0.0 12.04.09 2 ESE 0.6 23.0 59 0.0 11.04.09 3 ESE 1.2 18.0 71 0.0 12.04.09 3 ESE 0.7 22.0 66 0.0 11.04.09 4 ESE 2.5 17.0 61 2.0 12.04.09 4 ESE 0.9 22.0 58 0.0 11.04.09 5 ESE 2.4 16.0 79 2.0 12.04.09 5 ESE 0.6 21.0 65 0.0 11.04.09 6 ESE 2.7 17.0 80 2.0 12.04.09 6 ENE 0.7 21.0 65 0.0 11.04.09 7 ESE 2.5 20.0 64 2.0 12.04.09 7 ENE 0.9 22.0 66 0.0 11.04.09 8 ESE 6.7 22.0 58 2.0 12.04.09 8 ENE 1.6 23.0 67 0.0 11.04.09 9 ESE 6.8 23.0 59 2.0 12.04.09 9 ESE 3.8 25.0 61 0.0 11.04.09 10 ESE 6.9 25.0 54 2.0 12.04.09 10 ESE 5.3 28.0 51 0.0 11.04.09 11 ESE 8.4 27.0 50 2.0 12.04.09 11 ESE 4.3 31.0 49 0.0 11.04.09 12 ESE 10.1 29.0 40 2.0 12.04.09 12 ESE 11.2 32.0 39 0.0 11.04.09 13 ESE 12.3 30.0 47 0.0 12.04.09 13 ESE 9.2 34.0 36 0.0 11.04.09 14 ESE 10.0 32.0 39 0.0 12.04.09 14 ESE 10.9 35.0 33 0.0 11.04.09 15 ESE 9.9 33.0 35 0.0 12.04.09 15 ESE 9.4 36.0 34 0.0 11.04.09 16 ESE 11.7 34.0 32 0.0 12.04.09 16 ESE 5.4 35.0 38 0.0 11.04.09 17 ESE 9.0 34.0 27 0.0 12.04.09 17 ESE 5.4 34.0 41 0.0 11.04.09 18 ESE 8.9 33.0 31 0.0 12.04.09 18 ENE 4.2 33.0 40 0.0 11.04.09 19 ESE 6.8 30.0 42 0.0 12.04.09 19 ENE 3.7 32.0 44 0.0 11.04.09 20 ESE 5.7 29.0 40 0.0 12.04.09 20 ESE 3.3 31.0 49 0.0 11.04.09 21 ESE 5.4 27.0 50 0.0 12.04.09 21 ENE 1.9 30.0 36 0.0 11.04.09 22 ESE 2.1 25.0 54 0.0 12.04.09 22 ENE 1.6 29.0 46 0.0 11.04.09 23 ESE 1.7 24.0 60 0.0 12.04.09 23 ENE 2.2 27.0 56 0.0



3.3

Date Hrs Wind


Temp °C

% RH Cloudiness

13.04.09 0 ENE 1.4 25.0 61 0.0 13.04.09 1 ENE 0.6 24.0 60 0.0 13.04.09 2 ESE 0.7 23.0 67 0.0 13.04.09 3 ESE 0.5 22.0 66 0.0 13.04.09 4 ENE 0.4 20.0 73 0.0 13.04.09 5 ESE 0.5 20.0 73 0.0 13.04.09 6 ESE 0.7 21.0 73 0.0 13.04.09 7 ESE 0.7 23.0 67 0.0 13.04.09 8 ESE 0.9 25.0 61 0.0 13.04.09 9 ESE 3.3 27.0 56 0.0 13.04.09 10 ESE 3.0 28.0 57 0.0 13.04.09 11 SSE 5.7 32.0 39 0.0 13.04.09 12 SSE 9.8 34.0 32 0.0 13.04.09 13 SSE 10.2 35.0 33 0.0 13.04.09 14 ESE 11.9 36.0 30 0.0 13.04.09 15 SSE 10.8 36.0 30 0.0 13.04.09 16 ESE 5.5 35.0 33 0.0 13.04.09 17 ESE 4.9 34.0 36 0.0 13.04.09 18 ESE 6.7 33.0 30 0.0 13.04.09 19 ESE 6.4 32.0 34 0.0 13.04.09 20 ESE 7.0 31.0 43 0.0 13.04.09 21 ESE 5.3 30.0 47 0.0 13.04.09 22 ESE 0.9 29.0 46 0.0 13.04.09 23 SSE 0.2 28.0 51 0.0

******



3.4

3.4 Noise Environment Noise pollution is most often and most simply defined as unwanted sound, which interferes with speech communication, cause annoyance, distracts from work, disturbs sleep and thus adversely affects the quality of human environment. In order to assess the existing noise level, noise monitoring was undertaken at both the strategic locations in the study area. 3.4.1 Community Noise The ambient noise level is characterized by significant variations above a base called a Residual Noise Level, below which the ambient noise does not seem to drop during a given time interval and is generally caused by unidentified distant sources. It differs in rural and urban areas. At night, its level is low due to lesser elements of noise. 3.4.2 Noise Levels for Residential, Commercial, Industrial & Silence Zones Noise criteria values are designed to protect the public from physiological impairment resulting from excessive levels of noise. The criteria include environmental noise exposure limits to protect the public and to provide guidance for land use planning. Noise level criteria given in the Central Pollution Control Board Standard prescribe the Maximum Noise Level for Residential, Commercial and Industrial & Silence Zones as under:

Table-3.4 (a) Noise Level Criteria Zones Maximum Noise Level (dBA)

Day time Night time Residential Area 55 45 Commercial Area 65 55 Industrial Area 75 70 Silence Zone 50 40

Day time: 06:00 am to 10:00 pm Night time: 10:00 pm to 06:00 am 3.4.3 Study Area for Ambient Noise Level The noise level was monitored at six locations as per the following description for 24 Hrs. time.

Table-3.4 (b) Study area for Ambient Noise Level Station Code

Location Description Geo-codes Latitude Longitude

ANL-01 HSIIDC Office Rai HSIIDC Office Rai 28°56'4.14″ N 77°05'14.76"E

ANL-02 HSIIDC Office Kuudli HSIIDC Office Kundli 28°52'26.5″ N 77°07'53.76"E

ANL-03 KMP Expressway KMP Expressway site office near village Ladpur

28°55'2.94″ N 77°02'27.9"E

ANL-04 Pump House Jagdishpur HSIIDC Pump house 28°56'20.22″ N 77°11'32.28"E

ANL-05 Murthal Hardware shop opposite HSIIDC Industrial Area

29°01'26.52″ N 77°04'13.28"E

ANL-06 Deoru Sonepat Deoru Road 29°01'24.66″ N 77°02'32.28"E

ANL-07 Saifiabad Near Rly. Line & Kattha Factory 28°52'56.28″ N 77°04'30.36"E



3.4

3.4.4 Noise Monitoring Methodology Sound Pressure Level dB (A) Leq. was measured using sophisticated type-1, integrating averaging, RTA Sound Pressure Level Meter. Hourly cumulative Leq. values were taken for 24 Hrs (day & Night) from each strategic location. Monitoring data was processed statistically to estimate ♦ Lmin. ♦ Lmax. ♦ Lday ♦ Lnight ♦ Ldn 3.4.5 Noise Data Interpretation Observations noticed from the monitoring results summarised in following tables, can be illustrated as:

Table-3.4 (c) Analysis of Ambient Noise Level data Timr Hrs.

Noise level (Cum.Leq) ANL -01 ANL -02 ANL -03 ANL -04 ANL -05 ANL -06 ANL - 07

Lmin 44.7 45.3 44.3 43.9 43.8 43.3 43.8

Lmax 58.1 53.3 57.1 55.6 50.8 52.9 55.6

Lday 52.5 50.0 53.0 50.7 48.8 49.7 52.0

Lnight 47.0 47.1 46.0 44.7 44.9 44.7 45.4

(a) HSIIDC Office Rai (ANL -01) ♦ Minimum and maximum Cumulative Leq. on hourly monitoring basis were observed

respectively as 44.7 dB (A) during 03:00-04:00 hrs and 58.1dB (A) during 13:00 – 14:00 hrs.

♦ Cumulative Leq during day time (Lday) were estimated 52.5 dB (A), whereas same during the

night time (Lnight) have been estimated 47.0 dB (A). (b) HSIIDC Office Kundli (ANL -02) ♦ Minimum and maximum Cumulative Leq. on hourly monitoring basis were observed

respectively as 45.3 dB (A) during 03:00-04:00 hrs and 53.3 dB (A) during 12:00-13:00 hrs. ♦ Cumulative Leq during daytime (Lday) were estimated 50.0 dB (A), whereas same during the

night time (Lnight) have been estimated 47.1 dB (A). (c) KMP Expressway (ANL - 03) ♦ Minimum and maximum Cumulative Leq. on hourly monitoring basis were observed

respectively as 44.3 dB (A) during 02:00-03:00 hrs and 57.1 dB (A) during 15:00-16:00 hrs.



3.4

♦ Cumulative Leq during daytime (Lday) were estimated 53.0 dB (A), whereas same during the

night time (Lnight) have been estimated 46.0 dB (A). (d) Pump HouseJagdishpur (ANL -04) ♦ Minimum and maximum Cumulative Leq. on hourly monitoring basis were observed


night time (Lnight) have been estimated 44.7 dB (A). (e) Murthal (ANL -05) ♦ Minimum and maximum Cumulative Leq. on hourly monitoring basis were observed


night time (Lnight) have been estimated 44.9 dB (A). (f) Deoru (ANL -06) ♦ Minimum and maximum Cumulative Leq. on hourly monitoring basis were observed


night time (Lnight) have been estimated 44.7 dB (A). (g) Saifiabad (ANL –07) ♦ Minimum and maximum Cumulative Leq. on hourly monitoring basis were observed


night time (Lnight) have been estimated 45.4 dB (A).



3.4

Table-3.4 (d) Hourly Ambient Noise Level Data of Project Site Time Hrs. Noise level (Cum.Leq)

ANL -01 ANL -02 ANL –03 ANL –04

ANL –05

ANL -06 ANL -07

HSIIDC Office Rai

HSIIDC Office Kundli

KMP Expressway

Pump House

Jagdishpur

Murthal Deoru Saifiabad

Monitoring date →

27/03/09 11/04/09 17/04/09 18/04/09 17/05/09 05/04/09 10/04/09

13:00-14:00 58.1 50.4 54.6 55.6 49.8 51.3 53.4 14:00-15:00 57.2 55.2 55.2 54.2 50.8 52.5 54.1 15:00-16:00 56.9 57.1 57.1 53.6 49.4 51.4 55.6 16:00-17:00 54.9 54.2 54.2 51.2 49.1 50.7 53.9 17:00-18:00 52.1 56..3 56.3 49.8 50.3 49.8 54.418:00-19:00 50.6 52.7 52.7 48.6 48.6 50.2 52.2 19:00-20:00 51.8 50.4 50.4 47.6 48.2 49.2 51.4 20:00-21:00 50.2 51.2 51.2 46.5 46.9 48.3 49.3 21:00-22:00 49.6 50.1 50.1 45.4 46.2 47.6 47.5 22:00-23:00 49.3 48.6 48.6 44.8 45.6 46.3 46.2 23:00-24:00 48.1 47.8 47.8 45.4 45.1 45.4 46.8 00:00-01:00 48.6 46.3 46.3 44.3 44.8 44.9 45.4 01:00-02:00 46.5 45.1 45.1 43.9 44.0 44.2 44.2 02:00-03:00 45.1 44.3 44.3 45.1 43.8 43.8 43.8 03:00-04:00 44.7 45.2 45.2 44.6 44.6 43.3 44.704:00-05:00 46.2 44.8 44.8 44.2 45.2 44.6 45.3 05:00-06:00 47.2 45.6 45.6 45.6 47.7 45.2 46.5 06:00-07:00 48.3 48.1 48.1 47.4 46.5 46.5 48.1 07:00-08:00 49.6 49.8 49.8 48.9 46.9 46.8 49.7 08:00-09:00 50.1 51.2 51.2 50.2 48.3 48.7 50.8 09:00-10:00 49.9 52.6 52.6 51.6 49.6 48.4 51.4 10:00-11:00 51.2 54.9 54.9 52.4 50.1 49.6 51.111:00-12:00 53.4 53.8 53.8 53.5 49.9 40.6 53.4 12:00-13:00 55.6 56.4 56.4 55.1 50.6 52.9 55.6 Lmin 44.7 45.3 44.3 43.9 43.8 43.3 43.8 Lmax 58.1 53.3 57.1 55.6 50.8 52.9 55.6 Lday 52.5 50.0 53.0 50.7 48.8 49.7 52.0 Lnight 47.0 47.1 46.0 44.7 44.9 44.7 45.4



3.5

3.5 Water Environment

Water is one of the basic requirements for the development of any area and should be available in sufficient quantity for residential, commercial or industrial uses. The objective of water environment impact assessment is to evaluation of nature and magnitude of changes in water quality indicators due to the proposed project. Due to the developmental activities of proposed project, the demand of water will be increased. Increasing demand of water affects directly or indirectly to the quality of available resources of water of the surrounding area. Therefore, it is s obvious that establishment or expansion of any project may result in the affliction of the water resources of the area. The main available sources of water are surface and ground water for meet the challenges of the requirement of proposed project, which adversely affect the quality and quantity of resources. The impact on water sources depends upon the total water requirements by the project, i.e. quantity and quality of existing water resources and effluent discharge by the new project. Development of new project also increases the competitiveness of water users for domestic, agricultural and industrial purposes. Therefore, study of water environment is very significantly important for preparation of environment management plan before the expansion of any new installation/expansion of a project. It includes the study of natural environment of existing water scenario and prediction of likely impacts on it due to the upcoming installation / expansion of any project. In order to assess the availability & adequacy of water in terms of its quantity and quality, geo-hydrological data of the area needs to be analyzed. 3.5.1 Water Resources in the Project Area

(i) Ground water availability in Sonepat District

Ground water resources – accumulated water below the ground surface, caused by rainfall and its subsequent percolation through pores and crevices. Percolated water accumulates till it reaches the impervious strata comprising of confined clay or confirmed rocks. Water quantity in Sonepat district is illustrated in table-3.5 (a) & (b), which indicates groundwater potential, stages of groundwater exploitation and annual natural recharge rate.

Table-3.5 (a) Ground Water Quantity in Sonepat Resources Estimations Qty (ha m)

Total replenishable ground water resource 5356 Utilizable ground water resources for irrigation 6708 Existing ground water draft for domestic, industrial and other uses 691 Gross draft as on 31.03.2004 7399 Allocation for next 25 years for domestic and industrial uses 1015 Net ground water availability for future irrigation development -2367 Stage of ground water development 138% (Source: Dynamic Groundwater Resources of India (as on March-2008); CGWB)

Table-3.5 (a-2) Criteria for categorization of Assessment Units Stage of Groundwater Development Significant long-term decline Categorization

Pre-monsoon Post-monsoon ≤ 70% No No Safe > 70% and ≤ 90% No No Safe

Yes/ No No/ Yes Semi-critical > 90% and ≤ 100% Yes/ No No/ Yes Semi-critical

Yes Yes Critical



3.5

> 100% Yes/ No No/ Yes Over-exploited Yes Yes Over-exploited

(Source: Dynamic Groundwater Resources of India (as on March-2004); CGWB) 3.5.2. Water demand and Supply Scheme in the Proposed Project The water supply scheme of project area of Phase II of Sector 38 is divided into two distinct zones The only ground water sources are available in the proposed project area. The water generation scheme is summarized in table 3.5 (b)

Table- 3.5 (b) Water generations in proposed project area of sector 38 and 39 Description of water Generation

Quantity of water generated in sector 38-ii

Quantity of water generated in sector 39

Water withdrawal per hour by one bore well

22,700 liters/hr 22,700 liters/hr

Total withdrawal of water per hr

1,36,200 liters/hr (6 tube wells)

1,36,200 liters/hr (6 tube wells)

For 8 hrs shift/day, total withdrawal/day

10,89,600 liters/day 8hrly) or 1.1 MLD 10,89,600 liters/day (8hrly) or 1.1 MLD

Additional withdrawal/day from Jagdishpur village

2.69 MLD from tube wells near river Yamuna

Initial fresh water generation (1.1+1.1+2.69) = 4.89MLD Further augmentation in fresh water generation

3.11 MLD (in phases as demand increases when IE is fully functional by increasing withdrawal from Sec-38, Sec-39 & Jagdishpur water works near river Yamuna.

Total fresh water generation ~ 8 MLD (Fully operational Industrial Estate)

(a) Proposal for water supply in the Project Area To meet the challenges of water supply in the proposed area the following proposals are given below: ♦ A ground water source has been identified as a main source. There will be 12 bore wells in

the project area. ♦ Total withdrawal of water is about 1.1 mld from Sec-38 and 1.1 mld from sec-39. Remaining

balance requirement (2.6 mld) will be meet through supply received from the tubewells installed in Yamuna belt (village Jagdishpur).

♦ The scheme of water supply has been designed @ of 4,000 gallons or 18,160 litres acre/day ♦ The water withdrawals through 12-tubewells @ of 5,000 gallons/hr/ tube well for 8 hrs in

sector 38 and 39 respectively. ♦ Tube wells have been installed in Yamuna belt (village Jagdishpur). ♦ Installation of tube well specified as 200 mm size, about 100- 120 meters deep, 685.80 mm

dia bore by RR rig, lowering of 273 mm outer dia ERW steel pipe housing, 219.10 mm ERW steel blind pipe, 217mm dia S/S screen.

♦ Withdrawal water will be stored in Under Ground Tank (UGT) and supplied by boosting pump through Over Head Service Reservoir (OHSR) to network distribution system.

♦ The construction of 2 UGT of capacity of 650 KL each and 2 OHSR of 5.00 lacs litres capacity each with 32 m staging.

♦ Installation of 4 submersible pumping sets, 2 Nos electrically driven chlorinator, DI K-7/K-9 connecting pipes, specials sluice valve, non return valve, flow meter etc.

♦ Chlorination will be adopted for disinfection @ 0.2ppm residual chlorine at tail end and bleaching power has been used to fulfill the purpose.



3.5

Water supply for the industrial township can be estimated based on the norms specified in the Manual for Water Supply published by the Ministry of Urban Development, Government of India. (b) Design of tube well based water supply network for proposed project Water demand to be met through tube well by drawing ground water. The water demand of the proposed area can be calculated as per acre and it is described below:

Table- 3.5 (c) Water demand in proposed area of sector 38 Description of water demand in zones- Quantity of water (Sec-38-ii) Water allowance per acres (4000 gl/ac.) 18.16 KL/acre Daily Demand (Zone 1+ Zone 2)-365acre 6.63 MLD Fresh water demand 4.4 MLD Recycled water demand 2.2 MLD

Table- 3.5 (d) Water demand in proposed area of sector 39

Description of water demand in zones Quantity of water (Sec-39) Daily demand (386 acres) 6.69 MLD Fresh water demand 3.60 MLD Recycled water demand 3.09 MLD Description of water demand in zones Quantity of water Water supplied per acres 18,160 litres Daily demand (208.70 acres) 3,789,992 litres or 3.8 MLD Total Water Demand (Sec 38-ii and 39) 13.3 MLD Total fresh water Demand 8 MLD Total recycled water Demand 5.3 MLD Waste water generation from fresh water 6 MLD Description of storage capacity of Under Ground Tank (UGT) and Over Head Service Reservoir given below as follows:

Table- 3.5 (e) Construction volume of UGT Tank/ OHSR Description of Under Ground Tank Volume Area provided for UGT, 1/3rd of total need (216.68 acres) and (208.70 acres)

1,311,636.067 litres or 1311.63 m3 and 1,263,330.66 litres or 1263.33 m3

UGT construction in each zone of sector 38 and single zone of sector 39

6.5 Lac litres /UGT/Zone and 2 nos.

Area provided for OHSR ¼ th of total need (216.68 acres) and (208.70 acres)

9,83,727.05 litres or 983.72 m3 and 9,47,498 litres or 947.49 m3

OHSR construction in each zone of sector 38 and single zone of sector 39

5.0 lacs litres/OHRS/Zone and 2 nos.

(c) Providing distribution scheme in Sector 38 and Sector 39 of Rai Fresh water demand have been calculate zone wise in sector -38 and sector 39, data has been provided in table- 3.5(c) and 3.5 (d) respectively. The storage capacity of UGT and OHSR is calculated based on the given data the construction volume is shown in table 3.5 (e). The following proposal has been given for water distribution system:



3.5

♦ The proposed distribution system has been designed for 3 times distribution with average flow rate for 8 hrs.

♦ The distribution system will be closed grid type with pipe dia varying from 100-400 mm of class K-7 and K-9 D.I. grade pipe, which help in creating a pressure 2.36 kg/cm3 in zone 1 and 2.22 kg/cms in zone 2.

♦ The distribution system designed by Hazen William formula. ♦ For efficient working of the distribution system & proper maintenance of the system done by

proving sluice valve of various sizes.

(d) Providing pump house and pumping machinery for water supply scheme in sector 38 of Rai Considering the daily requirement of 3,934,908.2 litres/day and 3 No. of pump chamber each of size 12’Χ10’ for tube well and two numbers of pump chamber with space of DG Set of 14’Χ16’ (at boosting station) with shutter door having capacity 100 KVA. The provision for 4 Numbers pumping machinery provided at both boosting stations and 3 numbers of tube well, one in each with 1 no. standby arrangement.

3.5.3. Water Quality Assessment in the Project Area

In order to assess the ground water & Surface water quality in the study area, representative samples of water were drawn from different sources at different locations in the proposed project area as per the description given below in tables-3.5 (d).

Table-3.5 (f) Description of Water Sources Selected for the Study

Source Code Source Description Village Location

GW-1 Handpump Patti Kalyan In front of H. No. 213

GW-2 Handpump Kheri Gujjar Satkumbha Mandir

GW-3 Handpump Bega Primary Health Centre

GW-4 Ground water Barhi Balaji service satation

GW-5 Ground water Rai Indl. Area Food park

GW-6 Ground water Murthal Mr. Ramkishan

GW-7 Handpump Jagdishpur Near bank of Yamuna

GW-8 Handpump KMP Expressway Concrete mix plant

SW-1 Surface water Downstream Yamuna

(a) Methodology for Sampling & Analysis

(i) Water Sampling

Objective of water sampling is to collect a portion of water, small enough in volume to be

transported conveniently to the laboratory, while still accurately representing the water source

being sampled. For present study, samples from selected water sources were collected as per

following guidelines



3.5

♦ Grab water samples were collected from the water sources as described above.

♦ Prior to sampling, sample containers were rinsed thoroughly with the water of the source

being sampled.

♦ Collected samples were preserved as per the established guidelines and transported to the

laboratory within the maximum permissible time limits.

♦ Samples for microbiological analysis were collected in clean, sterile bottle & transported to

laboratory within maximum permissible time limits.

(ii) Water Analysis

♦ Water samples were analyzed for following constituents adhering to drinking water standard

IS: 10500-1991 & MOEF guidelines for discharge of effluents on Inland Surface Water.

- Physical parameters

- Inorganic non-metallic constituents

- Toxic metals

- Mineral oil, phenolic compounds & Anionic detergents

- Coliform bacteria, MPN/100 ml

♦ All reagents used in analytical work were of AR grade or higher purity. HPLC grade water

was used for reagent preparation & blank correction.

♦ Guidelines of following protocols were followed for water analysis

♦ Standard Method for Examination of Water & Wastewater; APHA, AWWA, WEF; Ed.21st,

2005.

♦ Indian Standard Specification of Sampling & Analysis of Water & Wastewater; IS: 3025

(Relevant Parts).

♦ Indian Standard Specification for Method of Microbiological Analysis of Water; IS: 1622-

2003.

(b) Discussion on Water Quality Results

Analytical results of all the samples can be summarized as:

(i) Physical Characteristics (Colour, Odour, Turbidity & Dissolved Solids)

Following inferences can be drawn from the analytical values

♦ Samples collected from different locations of ground water as well as surface water i.e. GW-

1 to GW-8, and SW-1 (Downstream Yamuna) have no colour as revealed by the value below

5 Hazen units by ground water samples but surface water sample at D/S Yamuna is showing

maximum colour 75 HU.



3.5

♦ Turbidity in samples GW-2, GW-4, GW-5, GW-6, GW-7 and GW-8 were found below the

permissible limit where as the samples GW-1 and GW-3 shows higher turbidity 18 and 13

NTU. Desirable limit of turbidity as per IS: 10500-1991 is 5 NTU, whereas permissible

limit in the absence of alternate source is 10 NTU. Surface water sample has also high

turbidity of 35 NTU.

♦ The all water samples were found alkaline in nature and its pH value was found in the range

of 7.7-8.8 in all the samples including surface water sample. The permissible limit of pH as

per IS: 10500:1991 is 6.5 to 8.5. Where as all samples were found in permissible limit except

sample no. GW-4, 8.8 which slighter higher than given value.

♦ Total dissolved solid was found in the range of 410- 1345 mg/l in the all ground water

samples and all the values lies under the permissible limit where as in surface water it was

1098 mg/l. Desirable limit for TDS as per IS: 10500-1991 is 500 mg/l & permissible limit of

same is 2000 mg/l in the absence of alternate sources. If the level of TDS exceeds from the

normal values, it may cause gastro-intestinal irritation & beyond the prescribed limit, TDS in

water may reduce palatability on prolonged consumption of water.

Table-3.5 (g) Physical properties of water Sample Code→ GW-1 GW-2 GW-3 GW-4 GW-5 GW-6 GW-7 GW-8 SW-1

Parameters

Colour (Hazen Unit) <5 <5 <5 <5 <5 <5 <5 <5 75

Odour UNB UNB UNB UNB UNB UNB UNB UNB UNB

Turbidity (NTU) 18 2 13 2 <1 <1 <1 4 35

pH value 8.3 8.0 8.2 8.8 7.8 7.7 7.9 8.1 7.7

Dissolved solids (mg/l) 420 1012 410 604 1345 1030 450 770 1098

Where UNB= Unobjectionable

(ii) Inorganic non-metallic constituents

Calcium, Magnesium, Chloride, Sulfate, Bicarbonate, Nitrate & Fluoride: Following

inference can be drawn from the analytical values:

♦ Calcium (as Ca) in the ground water samples were found in the range if 29-103 mg/l which

lies within the permissible limit where as in surface water, it has been found 73 mg/l.



3.5

Desirable limit of calcium in drinking water is 75 mg/l & permissible limit in the absence of

alternate sources is 200 mg/l.

♦ Magnesium (as Mg) in the ground water samples were found in the range of 23-69 mg/l

which lies within the permissible limit where as in surface water, it has been found 29 mg/l.

Desirable & permissible limits of Magnesium (as Mg) are 30 & 75 mg/l respectively.

♦ Higher concentration of calcium & magnesium in water may cause encrustation in water

supply pipelines and adverse effects on domestic use.

♦ Chlorides (as Cl) in the ground water samples were found in the range of 10-202 mg/l, which

lies within the permissible limit where as in surface water, it has been found 287 mg/l.

Desirable limit & permissible limits of Chlorides is 250 mg/l and 1000mg/l respectively.

Beyond the permissible limits, taste, corrosion & palatability may be affected.

♦ Sulphate (as SO4) in the ground water samples were found in the range of 25-375 mg/l

which has been lies under the permissible limit where as in surface water, it has been found

44 mg/l. As per IS: 10500: 1991 the desirable limit & permissible limit of sulphate are 200

mg/l and 400 mg/l respectively. Beyond the permissible limits, sulfate may cause gastro-

intestinal irritation, when magnesium & sodium are also present.

♦ Desirable limit for Alkalinity as CaCO3 in drinking water is 200 mg/l, whereas permissible

limit in the absence of alternate sources is 600 mg/l. Analytical result indicates the values of

alkalinity in range of 145-355 mg/l in case of groundwater samples and 389 mg/l in case of

surface water sample.

♦ Analytical results indicate that nitrate in all the samples drawn from ground & surface water

sources were found below the desirable limit of 45 mg/l. Beyond permissible limits of 100

mg/l, nitrate (as NO3) may cause methemoglobinemia.

♦ The analytical results indicated that the fluoride (as F) were found in the range of 0.4-1.5 in

ground water sample which lies below and equal to the permissible limit where as in surface

water it has been found in very less concentration 0.6 mg/l. Above permissible limit of 1.5

mg/l in drinking water, Fluoride may cause Fluorosis and physical deformities of varying

nature. Table-3.5 (h) Inorganic non-metallic properties in surface water

Sample Code→ GW-1 GW-2 GW-3 GW-4 GW-5 GW-6 GW-7 GW-8 SW-1

Parameters

Calcium (as Ca) , mg/l 29 49 37 39 36 51 39 103 73

Magnesium (as Mg), mg/l 41 40 33 51 52 69 23 68 29



3.5

Chlorides (as Cl) , mg/l 61 147 10 67 202 202 80 109 287

Sulphate (as SO4) , mg/l 34 288 60 52 375 199 25 151 44

Alkalinity (as mg CaCO3/l) 224 277 250 361 327 355 145 353 389

Nitrate (as NO3) , mg/l 3 17 5 7 7 13 3 6 42

Fluoride (as F) , mg/l 1.1 0.4 0.4 0.5 1.5 0.6 0.4 1.5 0.6

(iii) Toxic metals

If water sources are contaminated with toxic metals above the prescribed norms, water becomes

toxic & in some cases carcinogenic. Following inference can be drawn from the analytical

values:

♦ Mercury, Cadmium, Arsenic, Selenium, and Hexavalent Chromium are found below the

respective detection limit.

♦ Manganese was found in the range of <0.01- 0.1 mg/l in ground water samples which lies

within the permissible limit, where as in surface water, it has been found 0.2 mg/l. The

maximum permissible limit of manganese in drinking water is 0.3 mg/l.

♦ Copper was found in the range of <0.01-0.01 mg/l in all samples drawn from ground water

as well as surface water sources and lies within the permissible limit . The desirable limit of

copper is 0.05 mg/l.

♦ Lead was found in the range of <0.01 to 0.05 mg/l, in ground water samples as well as in

surface water (0.02 mg/l), which is below and equal to the desirable limit of lead (0.05

mg/l).

♦ Zinc was found in the range of <0.01 to 0.09 mg/l, in ground water samples as well as

surface water (0.03 mg/l). It is well below the desirable limit of 5 mg/l in case of all the

samples. Table-3.5 (i) Toxic metals in water


Parameters

Mercury as Hg, mg/l <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001

Cadmium as Cd, mg/l <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01

Selenium as Se, mg/l <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005

Arsenic as As, mg/l <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005

Copper (as Cu) , mg/l <0.01 <0.01 0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01

Lead (as Pb), mg/l 0.03 0.03 0.02 0.04 0.03 0.02 <0.01 0.05 0.02

Zinc (as Zn), mg/l 0.2 0.7 0.1 0.04 0.02 <0.01 0.03 0.09 0.03

Manganese (as Mn), mg/l 0.04 0.01 0.1 <0.01 0.01 <0.01 0.09 <0.01 0.2



3.5

Chromium(as Cr+6), mg/l <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01

(IV)Iron, Boron, Phenolic Compounds, Cyanide, Anionic Detergents, Mineral Oil &

Aluminium

♦ In ground water as well as surface water samples, Boron was not detected in any of the

sample.

♦ Cyanide, if present beyond the acceptable level, imparts toxicity in water. As evident from

the analysis results, it was not detected in any of the water sample.

♦ Phenolic compounds, if present in water beyond permissible level, may produce

objectionable taste & odor as well as increase the toxicity of water. In present baseline study

concentration of these compounds was not detected in any of the water source.

♦ Anionic detergents, if found beyond the prescribed level, may cause froth in water & can

form harmful by-products on chlorination of water source. These compounds were not

detected in any of the water sample analyzed in present study.

♦ Iron is not hazardous to health but aesthetic value of water may be reduced appreciably due

to coloration of water, which may be yellowish brown to black and turbidity formed by

precipitation of oxides. Excess iron in water imparts bitter characteristics & metallic taste.

In addition, carrying capacity of pipeline in the distribution system may reduce due to the

deposition of iron oxide & bacterial slimes as a result of the growth of microorganism (iron

bacteria) in iron bearing water. Desirable limit of iron in water is 0.3 mg/l, whereas

maximum permissible limit in the absence of alternate sources is 1.0 mg/l. In surface water

iron concentration was found 0.9 mg/l where as in ground water it was <0.01-2.2 mg/l.

which lies within he permissible limit except GW-1 (2.2 mg/l Fe).

♦ Aluminium (as Al) was found below the detection level in case of all the water samples,

which is 0.02 mg/l. Table-3.5 (j) Iron, Phenolic Substances, Cyanide, Anionic Detergents, Mineral Oil, Aluminum & Boron in ground

water, (mg/l)


Parameters

Iron (as Fe) , mg/l 2.2 0.1 0.1 0.06 0.05 <0.01 0.08 0.09 0.9

Phenols (as C6H5OH), mg/l <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001

Cyanide (as CN), mg/l <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01

An. detergents (MBAS), mg/l <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01

Mineral Oil, mg/l <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01



3.5

Aluminum (as Al), mg/l <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02

Boron (as B), mg/l <1 <1 <1 <1 <1 <1 <1 <1 <1

(iii) Bio-chemical Oxygen Demand and Chemical Oxygen Demand

♦ Bio-chemical Oxygen Demand (BOD) is the indicator of the organic pollution and it found

in the range of <1-6 mg/l in ground water where as in surface water it was 18 mg/l. It

includes carbonaceous matter in biodegradable state. COD of ground water was found in

the range of 3-40 mg/l where as in surface water it was 61 mg/l. Table-3.5 (k) Pollution Indicator of Water

Parameters GW-1 GW-2 GW-3 GW-4 GW-5 GW-6 GW-7 GW-8 SW-1

BOD 5d/200

C, mg/l 3 <1 - 5 4 7 <1 6 -

BOD 3d/200

C, mg/l - - - - - - - - 18

COD, mg/l 19 6 - 26 19 40 3 30 61

(iv) Microbiological quality

Few ground water samples shows positive growth of Coliform in samples GW-3, GW-4 AND

GW-5 remaining samples were free from coliform bacteria where as in surface water sample

shows positive growth of large number of coliform 9 x 104. The growth of coliform in ground

water samples indicating that there was source of contamination Table-3.5 (l) Microbiological Quality of Water (Organisms/100ml)

Source Type Location Code MPN Coliform

(Organisms/100ml)

Test for detection of

E.Coli

Ground Water GW-1 NG -


Ground Water GW-3 24 Negative

Ground Water GW-4 212 Positive

Ground Water GW-5 4 Negative




Surface Water SW-1 9.0 Χ 104 Positive

NG: No Growth Observed

(v) Water quality data

The detailed water analysis report is tabulated below Table-3.5 (m) Detailed Analysis Results of Water (GW-1, GW-2, GW-3 & GW-4)

Parameter Unit Location Code



3.5

GW-1 GW-2 GW-3 GW-4

Colour, Hazen Unit HU <5 <5 <5 <5

Odour - Ub Ub Ub Ub

Turbidity NTU 18 2 13 2

PH - 8.3 8.0 8.2 8.8

Total Hardness (as CaCO3) mg/l 244 290 231 309

Iron (as Fe) mg/l 2.2 0.1 0.1 0.06

Chloride (as Cl) mg/l 61 147 10 67

Fluoride (as F) mg/l 1.1 0.4 0.4 0.5

Dissolved Solids mg/l 420 1012 410 604

Magnesium (as Mg) mg/l 41 40 33 51

Calcium (as Ca) mg/l 29 49 37 39

Copper (as Cu) mg/l <0.01 <0.01 0.06 <0.01

Manganese (as Mn) mg/l 0.04 0.01 0.1 <0.01

Sulphate (as SO4) mg/l 34 288 60 52

Nitrate (as NO3) mg/l 3 17 5 7

Phenolic Compounds as (C6H5OH) mg/l <0.001 <0.001 <0.001 <0.001

Mercury (as Hg) mg/l <0.001 <0.001 <0.001 <0.001

Cadmium (as Cd) mg/l <0.01 <0.01 <0.01 <0.01

Selenium (as Se) mg/l <0.005 <0.005 <0.005 <0.005

Arsenic (as As) mg/l <0.005 <0.005 <0.005 <0.005

Cyanide(as CN) mg/l <0.01 <0.01 <0.01 <0.01

Lead (as Pb) mg/l 0.03 0.03 0.02 0.04

Zinc (as Zn) mg/l 0.2 0.7 0.1 0.04

Anionic Detergents (as MBAS) mg/l <0.01 <0.01 <0.01 <0.01

Chromium (as Cr+6) mg/l <0.01 <0.01 <0.01 <0.01

Mineral Oil mg/l <0.01 <0.01 <0.01 <0.01

Alkalinity (as CaCO3) mg/l 224 277 250 361

Aluminum (as Al) mg/l <0.02 <0.02 <0.02 <0.02

Boron (as B) mg/l <1 <1 <1 <1

BOD 5d/200

C mg/l 3 <1 - 5

COD mg/l 19 6 - 26

TSS mg/l 14 4 - 6

MPN Cloiform/100ml Organisms No growth No growth 24 212

Test for detection of E.Coli - - - Negative Positive

Table- 3.5 (n) Detailed Analysis Results of water (GW-5, GW-6, GW-7, GW-8 & SW-1)

Parameter Unit Location Code



3.5

GW-5 GW-6 GW-7 GW-8 SW-1

Colour, Hazen Unit HU <5 <5 <5 <5

Odour - Ub Ub Ub Ub

Turbidity NTU <1 <1 <1 4 35

PH - 7.8 7.7 7.9 8.1 7.7

Total Hardness (as CaCO3) mg/l 305 415 194 539 301

Iron (as Fe) mg/l 0.05 <0.01 0.08 0.09 0.9

Chloride (as Cl) mg/l 202 202 80 109 287

Fluoride (as F) mg/l 1.5 0.6 0.4 1.5 0.6

Dissolved Solids mg/l 1345 1030 450 770 1098

Magnesium (as Mg) mg/l 52 69 23 68 29

Calcium (as Ca) mg/l 36 51 39 103 73

Copper (as Cu) mg/l <0.01 <0.01 0.06 <0.01 <0.01

Manganese (as Mn) mg/l 0.01 <0.01 0.09 <0.01 0.2

Sulphate (as SO4) mg/l 375 199 25 151 44

Nitrate (as NO3) mg/l 7 13 3 6 42

Phenolic Compounds as

(C6H5OH)

mg/l <0.001 <0.001 <0.001 <0.001 <0.001

Mercury (as Hg) mg/l <0.001 <0.001 <0.001 <0.001 <0.001

Cadmium (as Cd) mg/l <0.01 <0.01 <0.01 <0.01 <0.01

Selenium (as Se) mg/l <0.005 <0.005 <0.005 <0.005 <0.005

Arsenic (as As) mg/l <0.005 <0.005 <0.005 <0.005 <0.005

Cyanide(as CN) mg/l <0.01 <0.01 <0.01 <0.01 <0.01

Lead (as Pb) mg/l 0.03 0.02 <0.01 0.05 0.02

Zinc (as Zn) mg/l 0.02 <0.01 0.03 0.09 0.03

Anionic Detergents (as MBAS) mg/l <0.01 <0.01 <0.01 <0.01 <0.01

Chromium (as Cr+6) mg/l <0.01 <0.01 <0.01 <0.01 <0.01

Mineral Oil mg/l <0.01 <0.01 <0.01 <0.01 <0.01

Alkalinity (as CaCO3) mg/l 327 355 145 353 389

Aluminum (as Al) mg/l <0.02 <0.02 <0.02 <0.02 <0.02

Boron (as B) mg/l <1 <1 <1 <1 <1

BOD 5d/200C mg/l 4 7 <1 6 18

COD mg/l 19 40 3 30 61

TSS mg/l <1 <1 <1 12

MPN Cloiform/100ml Organisms 4 No

growth

No

growth

No

growth

9 Χ 104

Test for detection of E.Coli - Negative - - - Positive



3.5

(IX) Study of Yamuna River Water (as per CPCB) on the bridge of Sonepat Bhagpat Road Table-3.5 (o) CPCB data wrt water quality of river Yamuna at Sonepat (2005)

Parameters Jan Feb Mar Apr May June

Water Temp 0C 14.5 16.0 22.0 22.5 27.0 28.5

DO, mg/l 7.5 7.2 7.4 7.3 6.1 6.5

pH 8.42 7.98 8.07 8.001 7.80 7.13

Free Ammonia., mg/l BDL 1.77 0.77 1.06 0.20 0.22

TKN, mg/l 0.53 3.03 2.50 2.24 0.84 0.28

COD, mg/l 6 10 11 15 4 11

BOD, mg/l 2 3 2 3 1 2

TotalColiform, Nos/100ml 17000 120000 2900 15500 80000 23000

Fecal Coliform, Nos/100ml 12000 8300 2000 560 3400 2800

Fecal Streptococci, Nos/100ml 220 440 30 50 52 210

(Data Source: CPCB)

Parameters July Aug Sept Oct Nov Dec

Water Temp 0C 29.0 27.5 32.0 24.5 20.5 14.0

DO, mg/l 6.6 5.7 7.6 6.3 12.0 10.0

pH 7.44 7.04 7.34 7.70 7.85 8.01

Free Amm.., mg/l 1.09 1.13 BDL 0.03 0.15 1.57

TKN, mg/l 3.05 2.52 - - - -

COD, mg/l 49 24 12 13 27 7

BOD, mg/l 2 3 3 3 6 3

TotalColiform, Nos/100ml 123000 8100000 147000 101000 47000 2000000

Fecal Coliform, Nos/100ml 1760 110000 1990 14100 6800 8000

Fecal Streptococci,

Nos/100ml

480 610 50 370 200 1600

(Data Source: CPCB)

Data collected from CPCB with respect to the study of river Yamuna water at Sonepat during

2005, has been presented in the above table, which can be summed up as :



3.5

1. Water temperature varied between 14.0 to 32.00C, minimum during December and

maximum during September.

2. Dissolve oxygen varied between 5.7 to 12.0 mg/l, minimum during August and maximum

during November.

3. pH values varies 7.04 to 8.42

4. Maximum value of free ammonia was found in the month of February, while minimum

(below the detection limit) has been estimated January & September.

5. TKN has been varying between 0.28-3.05 mg/l, maximum found during the month of July.

6. COD has been found varying between 4-49 mg/l , minimum during May and Maximum

during July.

7. BOD varied between 1 to 6 mg/l, minimum during May & maximum during November.

8. Total Coliform (Nos/100ml) have been found maximum (81 Χ 108) during August and

minimum (2.9Χ 103) during March.

9. Fecal Streptococci (Nos/100ml) has been found maximum (1.6 Χ 103) during December and

minimum (30) during March.

*****



3.6

3.6 Sewerage Scheme for the Proposed Industrial Estate at Rai of Phase-II of Sector 38 and Sector 39 3.6.1 Scope for providing sewerage system The scope for providing sewerage system for the proposed Industrial Estate at Rai, Phase-II of Sector 38 and sector 39 consists of properly designed network of sewerage system for collection of wastewater from the plots and carrying the collected sewage to the site of Common Effluent Treatment Plant, where the sewage will be treated to desired level before disposing off the same to Drain No.6. Minimum size of the sewer line has been taken as 300 mm internal dia. The system would be designed for running at self-cleansing velocities of 0.77m/s to avoid silting in the sewer lines. The sewage load has been calculated for water supply rate of 4000 gallons per acre per day to the industrial plots, commercial buildings and institutional buildings. The scheme has been designed for sewage load @ 4000 gallons per acre per day (75% of the water supply). This estimate amounting to Rs. 434.86 lacs and 1400 lac has been prepared to provide Estate Sewerage Scheme for sector 38 and sector 39, Industrial Estate Rai. Minimum size of 300 mm I/D sewer is proposed for the industrial estate. The sewage is proposed to be carried to wastewater from sector 39 and some part of sector 39 and 13 MLD, CETP common for both the sectors is to be constructed. Proportionate cost for the same has been provided in the estimate. The treated effluent will be carried and disposed off in a natural drain no. 6 is existing about 2.5 Km from sector 39. With normal gradient and sizes, the depth of starting sewer has been kept as 1.20 M. The velocity of flow has been kept in the non-silting and non-scouring regime of flow. S.No. Particulars Design Criteria 1. Location of CETP Sector-39 2. Size of CETP 6MLD 3. Effluent Intake Sector-38 (Part) + Sector 39 4. Disposal of Treated effluent Drain 6, 2.5 Km from Sector-39 (a) Sewer Connection Chamber Since on some of the roads sewer is proposed to be provided on both side of the road, the sewer connection to the individual plot holders are to be given either through oblique junctions or in the manholes itself. These types of arrangement involve frequently road cuts and ultimately deteriorate the road conditions. To avoid this situation, it is proposed to provide inlet sewer chambers on opposite side of sewer line across road and connecting sewer shall be laid before the constructions of the road. The plot holders of both side of sewer line shall discharge their sewage in these sewer chambers. (b) Cost of providing sewerage system The cost for providing sewerage system for the proposed Industrial Estate at Rai of sector 38 and 39 of scheme has been worked out to Rs. 434.86 lacs inclusive of 3% Petty establishment & contingency charges and 1400.00 lacs.



3.6

(c) Technical & Design Specifications The work will be carried out strictly according to Haryana Schedule of Rates 1988 with latest premium applicable on these rates with respect to 1st February 2009 duly adopted by HSIIDC. The estimate amounting to Rs. 434.86 lacs and 1400.00 lacs has been framed on the rates of HSR 1988 plus ceiling premiums. The NS rates provided are based on the market rates and HSR rates with updated ceiling premiums. The standard of PWD Public Health Engineering Department, Govt. of Haryana shall be followed for construction of this sewerage system. In the absence of PWD specification, the specification given in manual for sewerage and its treatment, a publication of Central Health Engineering and Environment Organisation, Ministry of Urban Development, Govt. Of India, New Delhi and provision of IS 4127-1983 and IS 783-1995 have been followed. (i) Salient Features are summarized below:

♦ It is assumed that 75% of water supplied (10MLD) will find its way into sewerage system excluding horticulture demand.

♦ Peak flow during morning & evening hours will be 3 times the average flow.

♦ Peak flow in the main sewers will be 3 times the average flow.

♦ Infiltration of ground water is taken nil of average flow.

♦ The spacing of manholes is based on plot width and their zoning.

(d) Design of Wastewater Collection System Design Parameters The parameters to be followed for the design and operation of wastewater collection network and appurtenances have been presented in following table:

Table-3.6 (a) Design parameters for wastewater collection network Sl. Description Design Criteria

1. Type of collection system Separate system for wastewater & storm water 2. Design period ♦ 15 years for sewers & appurtenances

♦ 15 years for pumps & electric equipment

3. Wastewater flow 75% use of water supplied

4. Self cleansing velocity ♦ Sewer has been designed at gradients for attaining self cleansing velocity of 0.77 m/s.

♦ Some line has been designed at velocity of 0.69 m/s for restricting depth.

5. Flow conditions in pipe ♦ Sewer has been designed for running ½ full upto 600 mm dia and

running 2/3 full for higher sized dia.

6. Minimum size of pipe 300 mm dia

7. Minimum depth of sewer 1.20 m from formation level



3.6

8. Infiltration factor Nil

9. Hydraulic formula for calculation for design of sewer lines

Manning’s formula V = 1/n (S2/3 S1/2) V = Velocity, R = Hydraulic mean depth (A/P), S = Slope

10. Material of Sewers ♦ Stoneware glazed pipes for sewer lines of sizes upto 600 mm dia ♦ NP 3-RCC pipe sewer for sizes more than 600 mm dia & for the

reaches where the sewer is not resting on firm ground.

11. Location of sewers on roads ♦ Both side of road ♦ The both side connections shall be made through service

connection chambers before lying of roads

12. Spacing of manholes ♦ Generally, manholes are spaced at 30 m intervals.

13. Vent shafts ♦ 200 mm dia SW Pipe 3.6.2 Scheme for storm water drainage The scheme for Storm Water Drainage system amounting to Rs. 966.63 lacs and 1000.00 lacs has been prepared and the same is under approval from the competent authority for sector 38 and 39 respectively. Provision of drain has been made for the areas, which are yet to be planned and allowance of unplanned areas been designed. The surface water drains /storm water drainage scheme has been divided into two heads

a. collection system b. disposal system

Effective drainage increases the life of the road. Proper camber, slope properly constructed kerb channel and then placing of road gullies at proper spacing can help in collection of surface water effectively. Accordingly storm water Drains of various sizes have been proposed to slope towards the area. To make sewerage system more economical the drains size and depth constraints have been taken. The scheme of Storm Water Drainage has been prepared for the Industrial Estate Rai, which can be divided into two heads viz. Collection and Disposal. Disposal of storm water into existing surface drain (drain no. 6) can thrown either RCC box drain or through pipes. (a) Collection of Surface Water Effective drainage increases the life of road. Proper camber, slope, properly constructed kerb channel and then placing of road gullies at proper spacing can help in collection of surface water effectively. It is proposed to collect the surface water through road gullies, which will be constructed in channel portion of the road at a distance of about 40 m. These road gullies will be constructed on the upstream side near the manhole. The surface water collected through the road gullies will be discharged into the manhole through a pipe connection. The surface water so collected in the manholes will be carried through a network of drains to the point of disposal. (b) Disposal of Surface Water The surface water collected from the roads through road gullies will be carried through a designed network of circular storm water drains of various sizes ranging from 200 mm dia to



3.6

1800 mm dia and discharged into a sump proposed to be located near drain No. 6. The drain discharges into river Yamuna in Delhi territory. As per standing guidelines of Irrigation Dept. no effluent of any type except rain water is allowed into the drain which means that the surface water collected into the collection sump will have to be disposed off some where else. The industrial area already developed is facing similar problem. Drain No. 6 is situated at a distance of 2.5 km from sector 39 Industrial Estate, which is capable of taking the effluent/ surface water of the area. A proposal has been mooted out to construct an open gravity drain for carrying the surface & treated effluent of the whole of the industrial area Drain No. 6. The conditions therefore are not conducive in keeping a check on the depth of the proposed storm lines. However, every possible effort has been made for controlling the depth; otherwise, it will become necessary to provide intermediate pumping stations, which would be a costly affair due to recurring expenditure for operation & maintenance. The sizes of the drains have been proposed in the manner to keep a check on the depth. Back-up Arrangements It is proposed to provide power back up for 50% of pumping capacity to keep pumps in working conditions in case of power failure. Electric Connection from UHBVN Provision has been made for suitable capacity of transformer & electric connections from UHBVN to the pumping station for disposal of surface water. Intensity of Rain Fall The system has been designed for 5mm/hr rain fall intensity. (c) Carrying Capacity of Storm Water Drains & Material Used Drains It is proposed to provide the total run off storm water work out to 6.169 cum/sec and NP-2 RCC pipe drain network of different sizes ranging from 200 to 1800 mm dia for collection of surface water from road gullies & manholes and carrying it to the disposal site. The pipes have been designed at full running Manholes Manholes are opening through the surface to provide access for inspection & cleaning. In case of storm water drainage, manhole performs an additional job of permitting the surface water of the area into the storm drains. Road gullies collect the surface water running on road channel & discharge into the storm water drains through manholes. Thus, manhole plays important role in the effective functioning of the drainage system. Therefore, proper attention has to be given to the construction and placing of manholes, which would be governed by many factors such as change in size of drains, change in direction of drains and junction points. For better results, it is proposed that the average distance between two adjoining road gullies shall be 30 mtrs. so as to



3.6

connect with manhole easily. Heavy-duty manhole covers are proposed to be provided over the manholes as per the standards fixed by PWD. Road Gullies It is proposed to construct adequate number of road gullies of standard size with gratings of SRFC as per standard design and specifications. These road gullies will be constructed in the channel area of Kerb and channel of the road and the grating will be depressed than the channel level to intercept the storm water flowing over it. These road gullies will be connected to the nearest manhole through 200 mm RCC pipe of NP-2 quality. These will be provided near each of the manhole and at junction points of roads. Underground Tank HSIIDC offers that capacity of underground tank of storm water network should be adequate for storm water as well as treated effluent from CETP. Accordingly, capacity of proposed RCC underground tank has been kept to cater requirement of both. Although for most of times treated water would be re-circulated and used for non-drinking requirement of the area itself but during rainy season it would have to be disposed off & for this proposal capacity of underground tank has been accordingly increased. Specifications The work shall be carried out according to PWD Haryana specifications. (d) Cost The estimate is based on Haryana PWD schedule of rates 1988 and sanctioned premium as up to date. Non-schedule rats have been worked out on market rates and HSR rates. Total cost of providing storm water drainage scheme has been worked out to Rs. 966.63 lacs and 1000.00 lacs for sector 38 and 39 which is inclusive of 3% Petty Establishment and Contingencies charges as per the norms of PWD. 3.6.3 Provision of Common Effluent Treatment Plant 1. It is proposed to construct CETP of 13 MLD capacity, which will catter the demand of sector

39 and par of sector 38. It is to carry sewage from area of sector 39 to the proposed new CETP and further it is carry for the discharge of treated effluent in the drain no. 6 through rising main., which is 2.5 Km from the CETP site.

2. The storm water collected during the rainy season in the last manhole of Rai of sector 38 and 39 will be pumped into nearby storm water manhole of phase I and phase II and ultimately going to collection tank constructed in the CETP area and the same would be disposed through DI pipe lines to the drain no. 6.

3. Industrial Estate Rai (Ph-I) was set up and developed in year 2001. All the infrastructure services i.e. roads, public health services comprising laying of water supply line, sewer line, storm water drainage line, 10 MLD CETP is functioning and electrification work stand already completed prior to the notification of MoEF, GOI.

CETP will consist of screening chamber, collection tanks, PST, Aeration tanks, SST, sludge drying beds and treated water sump including all machinery completed in all respects. The provision for laying CI pressure pipe having carrying capacity of treated trade effluent storm water including all machinery and allied works have been made.



3.6

HSIIDC has already developed Industrial Estate Rai Phase I, which is fully functional. To meet the growing demand of industries, it is proposed to develop 595.81 acres and 387.91 acres of land under phase-II of sector 38 and sector 39. The scheme for water supply, sewerage & storm water drainage has already been prepared for phase-I. As per the sewerage scheme prepared, 5.8 MLD or 6 MLD sewage will be generated from both sectors. The sewage from the both sectors is expected to be of mixed nature (domestic & industrial) and its disposal without treatment is not permitted as per norms fixed by Haryana State Pollution Control Board. Therefore, its treatment before final disposal is essential. The objective of wastewater treatment is to remove pollutant from the wastewater & to bring the quality of effluent to desired standards. From the past experience, it has been established that for mixed nature of effluent (Industrial & Domestic), the Activated Sludge Process (ASP) has been found to be the most suitable. The Activated Sludge Process Treatment would be designed to obtain treated effluent with BOD less than 30 mg/l and TSS less than 50 mg/l, to meet the specified standards. The main component of ASP would be as under: (a) Inlet Chamber (b) Screen (c) Main Pumping System (MPS)

♦ Wet sump & dry sump ♦ Control room ♦ Gen. set & transformer area ♦ Pumping machinery ♦ Rising main from MPS to Grit Channel

(d) Grit Removal Unit (e) Primary Settling Tank (f) Aeration Unit (ASP) (g) Secondary settling Tank (h) Disposal of Final Treated Effluent (i) Handling of Sludge

♦ Sludge Sump ♦ Sludge Pumping ♦ Sludge Thickening ♦ Sludge Drying Beds

The approximate cost of installation of CETP of 6 MLD capacity excluding the land cost would be Rs. 1400.00 lacs. The ETP will be installed in sector 39 as per new plan. (Scheme enclosed). Characteristics of Untreated & Treated Effluent The expected characteristics of composite equalized untreated/ raw effluent containing both industrial and domestic wastewater are given in following table:

Table-3.6 (b) Characteristics of composite untreated effluent

Sl. Parameter Values 1. PH 6.0-8.5 2. Total Suspended Solids, mg/l 250 –500 3. Chemical Oxygen Demand (COD), mg/l 800-1000 4. Biochemical Oxygen Demand (BOD3/27°C), mg/l 400-500



3.6

5. Oil & grease, mg/l 40-50

Table-3.6 (c) Effluent discharge criteria Sl. Parameters Value 1. PH 6.5-9.0 2. Total Suspended Solids, mg/l 100, max 3. Chemical Oxygen Demand (COD) 250, max 4. Biochemical Oxygen Demand (BOD3/27°C), mg/l 30, max 5. Oil & grease, mg/l 10, max 6. Sulphates (as SO4), mg/l 1000, max 7. Total chromium (as Cr), mg/l 2.0, max 8. Phenolic Compounds (as C6H5OH), mg/l 1.0, max 3.6.4 Disposal of Sewage Effluent and Surface Storm Water of Industrial Estate, Rai of

Sector 38 and 39 The sewer effluent of the last manhole of Rai will pump into nearby manhole of Ph-I that will ultimately be going to CETP. The treated effluent would be disposed through DI pipelines to the drain no. 6, which is 2.5 Km from the CETP site. The storm water collected during the rainy season in the last manhole of Rai will be pumped into nearby storm water manhole of Ph-I will ultimately going to collection tank constructed in the CETP area and the same would be disposed through DI pipelines to the drain no. 6. 3.6.5. Recirculation Scheme of treated wastewater for the Proposed Industrial Estate at Rai of Phase-II of Sector 38 and Sector 39 The scheme for Recirculation of treated wastewater system amounting to Rs. 148.65 lacs and 200.00 lacs has been prepared and the same is under approval from the competent authority for sector 38 and 39 respectively. The provision is made for recirculation network of treated wastewater for phase II of sector 38. As additional area of phase III is to come up later, only the quantity of flow from phase III has been considered while designing the pipe lines, so that combined pipe line is laid at this stage. For sector 39 recirculation network flow from phase II, however, part area of phase II discharge, its sewage network into the existing CETP of phase I thus it will also not contribute towards working out the quantum of treated waster to be recirculated in this present project. The quantity of recirculation water is worked out on average basis that is contributing to disposal of phase II of sector 38 and 39. Provision has been kept for collecting half-day capacity on average flow for catering to requirement of 230 acres of phase II of 38 and 380 acres of sector 39. The treated water would be conveyance through AC class 25 pipe with maximum dia 250mm. The following assumption should made for sector 39, during the designing of treated wastewater recirculation

♦ The discharge has been taken out with rate of treated water supply as 2000 gallons per acre with peak factor of 2.

♦ Capacity of collection tank has been kept as ½ day requirement of sector 38 and 39



3.6

♦ As part area of phase-II (120 acres) discharge into existing CETP of phase-I, its demand has not been accounted for while designing capacity of collection tank.

♦ Configuration of pumping sets has been so worked out that there is adequate standby

arrangement available at times without adversely affecting the performance of the system.

♦ Provision of pipe lines will be made both sides of roads for 30 meters wide road only

The standard of PWD Public Health Engineering Department, Govt. of Haryana shall be followed for construction of this recirculation network. In the absence of PWD guideline, it should follow CPEHO manual and IS 4127-1983, and IS 783-1985.

*******



3.7

3.7 Land Environment Land is a major source of livelihood for the population through agriculture and allied activities. Exponential population growth over the years resulted in the more demand for land, water and biological resources, thereby exerting tremendous pressure on land. Every piece of land has its own carrying capacity in terms of support and assimilation. Land is a finite resource and put to many competing uses. It comprises of soils, minerals, water and biota. Agenda 21 of WSSD recognizes the need to allocate land for sustainable uses and promote the integrated planning and management of land resources and emphasizes on the following specific initiatives pertaining to sustainable use of land: (a) Encourage adoption of science-based, and traditional sustainable land use practices

through research and development, pilot scale demonstrations, and large scale dissemination, including farmer’s training, and where necessary, access to institutional finance.

(b) Promote reclamation of wasteland and degraded forestland through formulation and

adoption of multistakeholder partnerships involving the land owning agency, local communities, and investors.

(c) Prepare and implement thematic action plans for arresting and reversing desertification. The degradation of land, through soil erosion, alkali-salinization, water logging, pollution, and reduction in organic matter content has several proximate and underlying causes. The proximate causes include erosion by surface water run-off and winds, excessive use of irrigation, improper and indiscriminate use of agricultural chemicals, diversion of animal wastes for domestic fuel (leading to reduction in soil nitrogen and organic matter), and disposal of industrial and domestic wastes on productive land. These in turn are driven by implicit and explicit subsidies for water, power, fertilizer and pesticides, and absence of conducive policies and regulatory systems to enhance people’s incentives for afforestation and forest conservation. 3.7.1 Land Environment of Sonepat: Geography & Geology (a) Location and Extent District Sonepat comprises of three sub-divisions namely Ganaur, Sonepat and Gohana and seven blocks (Ganaur, Sonepat, Rai, Kharkhoda, Gohana, Kathura and Mundlana) has been carved out of Rohtak and made a full fledged District on 22.12.1972. District Sonepat has an area of 2,13,080 hectare. It lies in the south-east of the State of Haryana, North of the Union Territory of the Delhi and is bounded by the Districts of Rohtak, Jind, Panipat. The District shares an inter-state boundary with district Meerut of Uttar Pradesh. The River Yamuna runs along the eastern boundary of the district and separates it from Uttar Pradesh. (b) Topography Broadly speaking, the entire district is a part of the Punjab plain, but the area is not levelled, in some parts. Over most of the district, the soil is fine loam of rich colour. However, some areas have sandy soil and others are comprised of Kallar. The plain has a gradual slope to the south and east. The district may be roughly divided into three regions: -



3.7

(i) The Khadar Along the River Yamuna which is a narrow flood plain ranging from 2 to 4 miles in width and is formed by the river along its course. The Khader plain is 20 to 30 ft. lower adjoining upland plain. It is comprised of fine clay loam left by the receding floods of the Yamuna. Presently, the farmers in the Khadar area undertake rice and sugar cane cultivation. Recently, the farmers have started planting Banana, Papaya and other fruit trees in this area. (ii) The Upland Plain It consists of Sonepat tehsil lying to the west of the Khadar, and is the most extensive of the three regions: The Upland Plain is covered with old alluvium, which if properly irrigated, is highly productive. Extensive Farming of crops, oil seeds, horticultural plants, vegetables and flowers, is undertaken in this region. The ridges in Gohana tehsil represent the northern most extension of the Aravallis. (iii) The Sandy Region A very smaller part of the district is covered with soil comprising of sand or sandy loam. Parts of this region have high pH value leading kallor land. (c) Soil Profile District Sonepat, comprising of Sonepat, Gohana and Ganaur sub divisions, has 343 villages and covers an area of 2,13,080 hectares. The irrigated area (both with the help of canal irrigation as well as through tube wells) is 2,86,504 acres and the un-irrigated rainfed area is 43,979 acres. Sonepat is important saltpetre producing the district. The saltpetre appears as efflorescence on the surface during the summer season, especially in the village of Sonepat sub-division. Water logging is a serious problem affecting the productivity of land. The soil in district Sonepat is rich and quite suitable for all types of agricultural crops as well as forest cover. The types of soil may be classified according to textures as: 1. Sandy (Raitali) 2. Sandy loam (Bhuri) 3. Loam (Rausli), 4. Clay loam (Karti) & 5. Clay (Dakar). The main soil of the district is a good alluvial loam with sufficient moisture. 3.7.2 Landuse in the Project Area Land use data comprising of total geographical area of villages, forestland, area irrigated by source, un-irrigated area, culturable wasteland and area not available for cultivation, has been extracted from the census record of Sonepat district. Study has been carried out in case of villages those come under 10-km radius of core zone of proposed project activity.



3.7

Land-use in 10-km buffer zone of the project area Total area of villages in 10-Km radius is 27144 ha, out of which 76.7% land is irrigated by source, whereas 6.45% is the unirrigated area. Culturable Wasteland constitutes 3.8% of the total land, whereas 13.02% area is not available for the cultivation. Out of total geographical area of villages in the 10 Km radius of study area, 1.26% occupied for the development of proposed Industrial Estate.

Table-3.7 (a) Landuse in 10 km buffer zone of the Project Area

Description Area (ha) %age of Geographical Area

Geographical Area (Villages) 27144 -

Forest Land 0 0

Irrigated by source

Government Canal 4220 15.54

Private Canal 0.0 0.0

Well (without electricity) 0.0 0.0

Well (with electricity) 318 1.17

Tubewell (without electricity) 3737.0 13.76

Tubewell (with electricity) 12551.0 46.23

Tank 0.0 0.0

River 0.0 0.0

Lake 0.0 0.0

Waterfall 0.0 0.0

Others 0.0 0.0

Total Irrigated Area 20826 76.72

Un-irrigated Area 1753 6.45

Culturable Wasteland 1029 3.8

Area not available for cultivation 3536 13.02

• There is no Forestland, Tank, River, Lake, Waterfall etc in the study area of 10 Km radius of the proposed site.



3.7

Figure-9: Landuse pattern in the project area

3.7.3 Soil Quality of the Project Area & Vicinity Soil represents the loose and unconsolidated materials derived through the disintegration of rocks. The soil comprises of natural body of animal, mineral and organic constituents differentiated into horizons of variable depth, which differ from the material underneath in morphology, physical make up, chemical properties & composition and biological characteristics. Soils serve as a reservoir of nutrients for plants and crops and provide mechanical anchorage thereto. The impact of pollutants on soil quality may be a rather slow process but it may be of greater concern in the long run. The percolation of pollutants, may get accumulated in the soil and ultimately affect its quality. (a) Investigation of Soil Quality in Study Area To investigate the existing soil quality of the study area, seven samples of soil from different locations, were collected to cover important aspects of physical and chemical properties of soil quality therein. Samples were collected as per the following details:

Table-3.7 (b) Description of Soil Quality Sampling Locations for the Study Station Code Location

SQ-1 Backside of HSIIDC office Rai

SQ-2 Village Kheri Gujjar, SVM Sr. Sec. School

SQ-3 Village Bega, School

SQ-4 Barhi HSIIDC office

SQ-5 Village Patti Kalyana, school

SQ-6 Village Murthal



3.7

SQ-7 Jagdishpur near water work

(b) Methodology for Investigation (i) Sampling Soil sampling from each strategic point was carried out by adopting established sampling procedures given in the BIS Specifications. Undisturbed soil samples representatives of the area as described in table- 3.7 (b), were collected by means of soil auger. Sub-surface samples were taken at the depth of 15 cm. (ii) Analysis Analysis of collected soil samples was carried out using the methodologies given in various standard protocols as per the relevant BIS specifications. ♦ Mechanical, physical and titrimetric, gravimetric and instrumental methods were used for

analysis. ♦ HPLC grade water was used for reagent preparation & blank correction. ♦ Analytical Reagent (AR) grades or pure quality chemicals were used in analysis. (c) Discussion on Results Analytical results of all the soil samples analyzed hereunder are summarized in table-3.7 (e). (i) Physical Properties ♦ Soil Texture : The soil texture indicates the coarseness or fineness of the soil and

largely depends upon the amount & quantity of size group of particle that constitute the soil. The soil texture in the study area was observed in the category of mostly silt & sandy silt.

♦ pH value : The most important property of soil as a medium for plant growth

is its pH value (determined . pH value observed in the study area was found in range of 8.0-9.6 and can be considered good enough for fertility. pH of the soil significantly affects plant growth, primarily as a result of change in availability of both the essential elements, such as phosphorous and most of micro nutrients as Cu, Fe, Mn, Mo & Zn, as well as non essential elements like aluminium. pH of the soil also affects microbial population growth.

♦ Electrical conductivity is another parameter to assess the magnitude of soluble salts in the

sample of soil. EC of collected soil samples (determined in the ratio of 1:5) varied in range of 70-2980 µmhos/cm. EC suggests that level of deleterious matter in samples drawn from agricultural land is not in excessive ranges.

(ii) Nutrients & CEC ♦ Phosphates in collected samples of soil, particularly from the agriculture land, were found in

range of 0.083-0.115% by mass, when estimated as (P2O5).



3.7

♦ Nitrate as N has been estimated in range of 0.012 to 0.040 % by mass.

♦ CEC has been found in range of 17.2 to 27.5 meq/100 g.

♦ Available Nutrients: − Available nitrogen is found in range of 229-504 kg/ha, which indicates low to

medium rating. − Available phosphorous has been estimated in range of 18-21 kg/ha, thereby

indicating medium rating. − Available potassium is estimated in range of 279-380 kg/ha, thereby indicating

medium to high rating.

Table-3.7 (c) Available nutrients in the soil of study area Parameters →

Laotians↓ Available nitrogen

(alkaline KMnO4-N) (kg/ha)

Available phosphorous (Olsen’s P) (kg/ha)

Available potassium (Amm.acetate-K)

(kg/ha) SO-1 504 19 320 SO-2 229 20 342 SO-3 396 18 369 SO-4 371 21 326 SO-5 324 18 279 SO-6 416 21 380 SO-7 369 19 351

Table-3.7 (d) Soil Quality Rating for available nutrients & organic carbon Parameter Rating

Low Medium High Available nitrogen (alkaline KMnO4-N) (kg/ha) <280 281-580 >580 Available phosphorous (Olsen’s P) (kg/ha) <10 11-25 >25 Available potassium (Amm.acetate-K) (kg/ha) <120 121-280 >280 Analytical results, in general, as discussed above suggests that, the soil quality in samples drawn from agricultural land as well as open uncultivated area, contains optimum (medium) level of plant nutrients and other components required for the soil for agricultural purposes.



3.7

Table-3.7 (e) Soil Quality Results in Project Area (SQ-1 to SQ-7) Sl No Parameters Sample Code

SQ-1 SQ-2 SQ-3 SQ-4 SQ-5 SQ-6 SQ-7

1. Gravel, % by mass 0 0 0 0 0 0 0 2. Sand, %by mass 29 27 14 21 74 6 11 3. Silt, %by mass 69 71 83 76 26 90 85 4. Clay, %by mass 02 02 03 03 <1 04 04 5. Texture Sandy

silt Silt Silt Silt Sandy

silt Silt Silt

6. pH (30gm/75ml) 8.4 8.0 8.8 8.4 8.5 9.6 8.3 7. E.C., µ mho/cm

(1:5 Soil water ratio) 91 309 702 292 70 2980 103

8. NO2, as N,% by mass <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 9. NO3, as N,% by mass 0.040 0.012 0.021 0.021 0.016 0.022 0.019 10. Phosphorous (as P2O5) % by mass 0.072 0.105 0.109 0.15 0.083 0.088 0.076 11. Available Nitrogen as N, mg/kg 224 102 176 165 144 185 164 12. Available Phosphorous as P, mg/kg 8.6 9.1 8.2 9.2 8.1 9.4 8.5 13. Available Potassium as K, mg/kg 142 152 164 145 124 169 156 14. Fluoride (as F), mg/kg 7.5 1.3 3.7 113.3 1.7 10.9 9.3 15. Total hydrocarbon, mg/kg

(as solvent extractable matter)41 38 40 38 42 42 35

16. CEC,meq/100gm 18.6 17.2 26.8 26.2 22.6 27.5 23.5 17. Iron (as Fe), %/mass 1.95 2.42 3.54 2.86 1.67 3.62 2.72 18. Aluminum (as Al), mg/kg 4.8 6.4 7.7 6.9 3.9 7.9 6.6 19. Lead (as Pb), mg/kg <1 51 39 119 47 39 18 20. Manganese (as Mn), mg/kg 403 558 759 642 485 559 58621. Nickel (as Ni) mg/kg 26 43 36 40 19 41 3822. Barium (as Ba) mg/kg 293 361 462 403 237 493 367 23. Zinc (as Zn) mg/kg 53 79 101 87 73 97 123 24. Copper, (as Cu) mg/kg 13 27 32 24 15 35 35 25. Cadmium (as Cd) mg/kg <1 4 1 2 1 3 <1 26. Chromium (as Cr) mg/kg 22 34 47 33 16 40 3527. Mercury (as Hg), mg/kg BDL BDL BDL BDL BDL BDL BDL 28. Co-efficient of permeability, cm/s 2.2x

10-5 3.3x 10-5

2.5x 10-5

1.4x 10-5

5.5x 10-5

1.3x 10-5

1.4x 10-5



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3.8 Socio-Economic Environment 3.8.1 Context of Socio-economic Environment Impact on socio-economic environment in the vicinity of any project, revolves around the mode of change that is likely to occur due to the beneficial and adverse effects arising out of the project activity. Generally, implementation of project activities results in a change in socio-economic profile of the surrounding area due to change in land use pattern, operation and maintenance of the project, change in the occupational pattern of the local residents, boost in the local economy due to employment opportunities, increased business, improved infrastructure etc. Due to these change basic amenities needs improvement to keep pace with the industrial development. The present study has been conducted to visualize and predict the impact on the socio economic environment due to the proposed development of the industrial estate at sector Nos. 38 and 39, Rai by HSIIDC. Efforts have been made to assess the existing socio-economic status of the study area, which will help in suggesting a viable Environment Management Plan, to mitigate the adverse impacts, if any, on the socio-economic environment. Therefore, assessment of such an impact calls for collection of the baseline on the socio-economic profile. 3.8.2 Baseline Information As an integral part of the EIA study, baseline information is collected to define the socio-economic profile of the study area. In order to assess socio-economic status in the project area, study has been carried out in core zone and within 10-km radius of the core zone thereby representing the buffer zone of the proposed project activity. The database of human interest thus collected (based on Census-2001) includes following attributes: ♦ Demographic structure viz. number of house holds, total population, scheduled caste &

scheduled tribes fraction of the population, literacy rate and occupational status. ♦ Provision of basic amenities. ♦ Baseline health and medical facilities. All the information, as indicated above, has been retrieved from Census of India-2001 as well as Statistical Handbooks of the area. 3.8.3 Demographic Structure The salient features of demographic structure in the project area are described below: (a) Population Total population in the buffer zone (10 km radius) is 170729 comprising of 93916 males & 76813 females. Population of <6 years category is 26744 comprising of 14931 males and 11813



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females. Population in the buffer zone of project area is 13.35% of the total population of Sonipat district.

Table-3.8 (a) Population profiles in the study area

Landuse representing Study area

No. of Household

s

Total Populatio

n

Total Male

Total Female

Population <6 years

Male <6 years

Female <6 years

Project Area (Buffer Zone) 10-km radius of core zone

30309 170729 93916 76813 26744 14931 11813

Sonipat District

Rural 164586 957800 521682 436118 151958 84794 67164

Urban 58756 321375 174041 147334 44521 25076 19445

Total 223342 1279175 695723 583452 196479 109870 86609

(b) Sex Ratio ♦ Sex Ratio in the study area (buffer zone of proposed project) is estimated 812 females per

1000 males. In case of population <6 years, it has been found 792 females per 1000 males. ♦ Sex Ratio in entire Sonipat district has been found 839 females per 1000 males in case of

total population and 788 females per 1000 males in case of population <6 years. ♦ As per the Census-2001, Sex Ratio in Haryana has been estimated 861 and that in case of

India it has been estimated 933.

Figure-10: Trend of sex ratio in the project area



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Table-3.8 (b) Sex Ratio in the study area

Landuse Sex Ratio (No. of females/ 1000 males)

Total Population Population <6 yrs

10-km radius of core zone of project area

818 791

Sonipat District 839 788

Haryana 861 -

India 933 -

(c) SC & ST Population Population of schedule castes in the buffer zone of the project area is 19.07% of total population, whereas there is no population in the category of schedule tribe. SC population in the entire Sonipat district has been estimated as 18.08%.

Table-3.8 (c) Trend of SC/ST population in the study area

Landuse Population of SC/ST vis-a-vis total population

SC (%) ST (%)

10-km radius of core zone of project area 19.07 0

Sonipat District 18.08 0

(d) Literacy Rate (LR) Literacy Rate in the study area was estimated as 74.55%. Male LR was estimated 85.27% whereas female LR has been found 61.52%. The overall Literacy Rate in the study area has been found higher than that of India, Haryana State as well as Sonipat district.

Table-3.8 (d) Trend of Literacy Rate (LR) in the study area Landuse No. of Literate Literacy Rate

Person Male Female Person Male Female


107341 67351 39990 74.55 85.27 61.52

Sonipat District 788105 486601 301504 72.8 83.0 60.6

Haryana 12225036 7558443 4666593 68.6 79.2 56.3

India 566714995 339969048 226745947 65.4 75.8 54.1



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Trend of Literacy Rate in the Project area

Figure-11: Trend of literacy rate in the project area

(e) Population Density Population Density (PD) of the study area (within 10-km radius of the core zone) was estimated as 639, which is very high as compare to Sonipat district (rural) that is 456.

Table-3.8 (e) Population Density in the project area Landuse Population Density per sq.km

10-km radius of core zone of project area 639

Sonipat District (Rural) 456

(f) Work Participation Rate (WPR) Work is the participation in any economical productive activity. Work may be physical or mental in nature. It involves not only actual work but also effective supervision and direction of work. Work may be paid or unpaid. Percentage of working population to the total population is termed as “Work Participation Rate” (WPR). The summary of workers in the study zone is given as below:



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Total Workers ♦ Main workers and marginal workers are together called the total workers. Main Worker ♦ A person who has worked for a major part of the year preceding the date of enumeration i.e.

one who was engaged in any economically productive activity for six months or more, in the previous year.

Marginal Worker ♦ A person who has done some work in the year proceeding the date of enumeration but does

not qualify to be called a ‘main worker’. Period of work is less than six months. Non Worker ♦ A person who has not worked at all in the year preceding the date of enumeration WPR in Project Area WPR in the buffer zone (10-km radius of core zone) of proposed project area is estimated, as 50.19%, while WPR in case of males is 60.82% that in case of females is 37.26%, which is higher than the Sonepat district.

Figure-12: Trend of Work Participation Rate (WPR) in the project area

0

10

20

30

40

50

60

70

10-k m r ad iu s o f co r e z o n e o fp r o je c t a r e a

S o n ip a t Dis t r ic t

WPR

(%)

Pe r s o n M ale Fe m ale



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Table-3.8 (f) Trend of WPR in the study area

Landuse Work Participation Rate (WPR) % Person Male Female

10-km radius of core zone of project area 50.19% 60.82% 37.26%

Sonipat District 48.3% 58.9% 35.7%

Occupation Structure in the Project Area Main workers form 77.07 % of the total workers, whereas 22.92% are marginal workers in the buffer zone (10 km radius of the core zone of project area)

Table- 3.8 (g) Occupation Structure in the Project Area Landuse Total Workers Main Workers Marginal Workers

Person Male Female Person Male Female Person Male Female


72270 48045 24225 55705 41409 14296 16565 6636 9929

Sonipat District

523031 345450 177581 383449 291032 92417 139582 54418 85164

3.8.4 Amenities available in the study area: The basic amenities like Roads, Communication, Electricity, Education, Medical, Drinking water etc. are the main indicators of development in any region. The amenities available in the area under present study are described as under: (a) Connectivity Since most of the study area has the closer proximity to urban areas, it has better connectivity through all modes. The study area has closer vicinity of NH-1. (b) Power Entire study area is covered with Power supply both in rural as well as urban area. (c) Post & Telegraph and Telephone There is a good network of communication modules in the study area. With telecommunication revolution, numbers of landline and mobile telephone subscribers are rapidly increasing. (d) Drinking water Entire study area, both rural and urban, is covered with water supplies. (e) Educational Facilities



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Primary schools, anganwari, high school, higher educational facilities are available in the Rai and its surrounding area.

(f) Medical Facilities Primary health centre and other medical facilities are predominately available in Rai (g) Other Social Facilities

• Public distribution system is available in Rai, which will provide basic requirement of grains, pluses or others for low-income groups

• Shopping malls, picture theaters, play grounds; parks are available in near areas.

3.8.5 Development of Socio-economic Index Environmental-media-index development is considered as an excellent management and general administrative tool in communicating the information pertaining to various aspects using common scale. The objective of index development is to have a means of “describing various indicators as an overall entity” on a predefined scale, rather than in terms of series of attributes having variable units of expression. Socio-economic Index (ISE) based on secondary data (mainly census-2001). Attributes considered for development of (ISE) of present study, on spatial framework of villages in the project area, included following but not limited to ♦ Population Density ♦ Sex Ratio ♦ Literacy Rate ♦ WPR ♦ Education ♦ Water Supply ♦ Communication ♦ Connectivity ♦ Power Supply ♦ Medical Facilities Steps for Socio-economic Index Development Step-1 (i) Formation of sub-indices (S1, S2… Sn) for the ‘n’ indicators, variables (X1, X2,

…………., Xn) using sub-index using designated weight Si = Wi for Xi where i = 1,2, ..........., n.

(ii) Sub–indices (Si) thus, formed can be aggregated together in a second mathematical form

called aggregated index or combined index as: S = f (S1, S2… Sn)



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This aggregate operation function ‘f’ is usually a summation process. Step-2 Calculation of Aggregate or combined index Once the sub – indices are formed, they are combined or aggregated in a simple addition form:

1 n ISE = ---- ∑ Si n i=1,2,….. n

Scale for Socio-economic Index Development (attributes wise)

Table-3.8 (h) Scale for Socio-economic Index Development (Population Density & Sex Ratio) Attributes Range Weight Attributes Range Weight Population Density (PD)

<100 10 Sex Ratio (SR) <910 1 100-200 9 910-920 2 200-300 8 920-930 3 300-400 7 930-940 4 400-500 6 940-950 5 500-600 5 950-960 6 600-700 4 960-970 7 700-800 3 970-980 8 800-900 2 980-990 9

>900 1 >990 10

Table-3.8 (i) Scale for Socio-economic Index Development (Literacy Rate, Amenities & WPR) Attributes Range

(%) Weight Attributes Range (%) Weight Attributes Range

(%) Weight

Literacy Rate (LR)

<40 1 Amenities ♦ Education (E) ♦ Medical Facility (M) ♦ Water Supply (W) ♦ Communication (C) ♦ Transportation (T) ♦ Connectivity (CN) ♦ Power Supply (P)

90-100 10 WPR 90-100 10 40-45 2 80-90 9 80-90 9 45-50 3 70-80 8 70-80 8 50-55 4 60-70 7 60-70 755-60 5 50-60 6 50-60 660-65 6 40-50 5 40-50 5 65-70 7 30-40 4 30-40 4 70-75 8 20-30 3 20-30 3 75-80 9 10-20 2 10-20 2 >80 10 <10 1 <10 1

Table-3.8 (j) Socio-economic Index Matrix 1 --- ∑ Wi n

Ranking

Rating Remarks

>9 A1 Excellent to Very good Almost Everything in good condition >8 to ≤9 A2 >7 to ≤8 B1 Good to Moderate Still needs betterment in few areas >6 to ≤7 B2



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>5 to ≤6 C1 Average Needs betterment in almost all the areas >4 to ≤5 C2 >3 to ≤4 D1 Poor Needs specific attention >2 to ≤3 D2 >1 to ≤2 E1 Alarming Alert areas

≤1 E2

Table-3.8 (k) Socio-economic Index in the Project Area Attribute wise Sub-indices (Si) Weight

(10-km radius of core zone of proposed project) Population Density (SPD) 4 Sex Ratio (SSR) 1 Literacy Rate (SLR) 8 Work Participation Rate (SWPR) 6 Education (SE) 10 Medical Facility (SM) 10 Water Supply (SW) 10 Communication (SC) 10 Connectivity (SCN) 10Power Supply (SP) 10 ∑WI 7.9 1 ISE = --- ∑WI N

7.9

Socio-economic index of project area based on various socio-economic indicators as stated above indicates the index value 7.9, which describes the socio-economic rating as “Good to Moderate (B1)”.



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3.9 Biological Environment 3.9.1 Context of Biological Environment Study of biological environment is an important aspect of Environment Impact Assessment study in view of the need for conservation of environmental quality. Ecological system consists of varieties of interrelationship between both biotic and abiotic components including dependence, competition and mutualism. Biotic components comprise of both plant and animal communities, which interact not only within and between themselves but also within the abiotic-physical and chemical components of the environment. A biological community depends on the condition and resources of its location. Variables like temperature, humidity, atmospheric conditions, soil quality and topographical features are responsible for maintaining the homeostasis of the environment and change in any one of the variables may lead to stresses on the ecosystem. Animal and plant communities in their natural habitat exist in a well-organized manner. This natural setting may be disturbed by any external, man induced or nature induced influences. Plants and animals are more susceptible to environmental stresses. These changes in the composition of biotic communities are reflected as a change in the distribution pattern, diversity, dominance of the natural species of flora and fauna existing in the ecosystem. Major component of Biological Environment is bio-diversity, which can be defined as “the variability among living organisms from all sources, including terrestrial and other aquatic ecosystems and the ecological complexes of which they are a part; this includes diversity within species, between species and of ecosystems”. Conservation and sustainable use of bio-diversity is fundamental to ecologically sustainable development. Bio-diversity is part of our daily lives and livelihood, and constitutes resources upon which families, communities, nations and future generations depend. An environment rich in biological diversity, therefore, offers the broadest array of options for sustainable economic activity, for sustaining human welfare and for adapting to change. Loss of bio-diversity has serious economic and social costs for any nation. 3.9.2 Forest Resources of Haryana Though Haryana is deficient in natural forests, it produces significant quantity of timber from outside forest area. The recorded forest area is 1559 km2, which is 3.53% of the geographical area of the state. As per legal classification, Reserve Forests constitute 15.97%, Protected Forests 74.28% and Unclassified Forests 9.75%. Forests are mainly distributed in the north-eastern and south-eastern districts of the state. The three major forest types occurring in the state are Tropical Dry Deciduous in the eastern part, Tropical Moist Deciduous in the Shivalik region, and Tropical Thorn Forests in the western part. (a) Protected Areas The 2 National Parks and 10 Wildlife Sanctuaries in Haryana cover an area of 27,362 ha, which constitutes 0.62% of the geographic area of the state. But none exists is in the district Sonepat;. (b) Joint Forest Management In Haryana, Joint Forest Management (JFM) has been in practice since early 1972 through the government notification in this regard was issued in 1990. There are 875 Joint Forest Management Committees (JFMCs) as on March 2005 managing 56,000 ha of forest land which is about 36% of the forest area of the state. About 165,500 families are involved in JFM.



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(c) Forest Cover The extent of very dense forest, moderately dense forest, open forest and scrub along the changes compared with 2003 assessment has been provided in following table.

Table -3.9 (a) Forest cover in district & state District/ State GA 2005 Assessment % of GA Changes

wrt 2003

Scrub VDF MDF OF Total

Sonepat District 2122 0 5 12 17 0.80 0 0

Haryana State 44212 3 523 1061 1587 3.59 11 165

GA Geographical Area VDF Very Dense Forests MDF Moderately Dense Forests OF Open Forests There is no any notified forestland in rural area within 10 Km radius of proposed project. 3.9.3 Biological Impact Assessment The structures, functions and distributions of plant and animal communities can be utilized to assess the impact of the project on flora and fauna of the region, which are important components of land and aquatic ecology. Conservation strategies of biological diversity can be achieved if the baseline condition of the area is studied and understood. The proposed project site has been surveyed physically as well as by study of toposheet to establish the status of the biological environment of the study area. The study area mainly comprised of a plane land surrounded by the agriculture land. The forest area is almost negligible in the buffer zone (10-km radius of the proposed site). Patches of thorny bushes along with the natural vegetation can be seen scattered around the area. There are plantations developed by forest department at some places and along the roadside. Some other private plantations are also available in the region. (a) Wild Life Management The Government of Haryana framed rules under the wildlife (Protection) Act, 1972 in 1973 for the protection of wildlife in the state. The wildlife department of the state manages the wild life. Working scheme depending on availability of budget and specific requirement of management. (b) National Park There is no wild life sanctuary and national park in this division. However, is the only nearest place, which has wild animals. (c) Wet Lands Wet lands are one of the major components of our ecosystem and play an important role in maintaining it. They not only serve as a feeding ground for water and water side birds but also as a source of survival for avifauna and large number of amphibians and reptiles. Haryana’s wet lands are most suitable feeding ground for migratory birds like cranes, geese, teals, flamingoes, pelicans, ducks and several other species. Therefore, in a way wet lands are serving a useful role in preserving the gift of nature for our future generations. Traditionally, wet lands are considered



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as useless and unproductive and source of survival of our ecosystem. Important water bodies in this division are Western Yamuna Canal and River Yamuna. 3.9.4 Diversification of Species in the District The species, which can be planted in region apart from Eucalyptus, kikar & shisham, are given below:

♦ Azadirachta indica (neem), prosopis cineraria (Khajri or Jand), Leucaena lencocephala (su-babul).

♦ Beside oringa oleoifera, Melia azedarch (bakain), Cordia myxa (lasura), Zizyphus mortiana Mber) and a few fruit trees like mango, guava etc. can be also tried.

♦ In sandy areas emphasis should be on species like Acacia tortilis (Israeli kikar), Acacia albida, Azadirachta indica (neem), Ailanthus excelsa (motia aduso), Tamarix aphylla (frash), Tecomella acuelata (rohera), & Zizyphus mauritiana (beri).

♦ Species like Bauhinea purpured, Dichrastachya nutans, Caloperspermum mopne & Acacia leucophloea (raunj) can also be tried in the district in general. In khadar area generally there is thick layer of course sand below 30 cm or so. The following species are recommended for this category of soils – Acacia catechu (khari), Subabul, Mango, Frash, Ber and Poplar.

3.9.5 Injuries to crops is liable to natural agencies like draught & frost (i) Drought: The month of May and June are exceptionally dry and summer is extremely hot. Deficiency of moisture prevails over the greater part of the year. Less relative humidity and high temperature causes rapid loss of moisture from sandy loam soils. Scarcity of water in river Yamuna and canals or closure of canals further increases the drought situation. Safeda and shisham plants are susceptible to drought during first two years of plantation. These species withstand drought well after they are three years old. (ii) Frost Frost is common during winter season and occurs usually during the month of January and February. Frosts are not uncommon during December also. Late frosts are generally more damaging than early frosts. Frost damage is exaggerated by sudden warming-up of cold plants. It’s effect is more in low lying areas, Kikar Israeli kikar, Siris and Neem are frost tender species and are seriously affected by frost in young stage. Severe frost even adversely affects young established plantation of kikar. Following spp. are frost hardy: Shisham, Safeda, Toot, Ranuj, Fransh, Mesquite, Jant, beri, Vitax negundo Casuarina equisetifolia. 3.9.6 Terrestrial Flora The existing terrestrial flora of the region is listed in following tables:

Table -3.9 (b) Terrestrial Flora in Study Area S. No. Botanical name Local name

(a) Trees 1. Acacia leucophloea Raunj 2. Acacia nilotica var.indica Kikar 3. Acacia senegal Khairi 4. Acacia tortilis Israeli Kikar



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5. Ailanthus excelsa Ulloo neam 6. Albizia lebbek Siris 7. Azadirachta indica Neem 8. Anogeissus pendula Dhauk 9. Bauhinia racemosa - 10. Bombax ceiba Semal 11. Boswellia serrata - 12. Butea monosperma Dhak 13. Cassia fistula Amaltas 14. Cassia siamea - 15. Cordia dichotoma Lasura 16. Cappairs decidua Kair or Karir 17. Dabergia sisoo Shisham 18. Delonix regia Gulmohar 19. Eucatyptus hybrid Safeda 20. Eucalyptus camaldulensis Safeda 21. Ficus bengalensis Barh 22. Ficus glomerata Gullar 23. Ficus religiosa Peepal 24. Holoptelia Papri 25. Jacaranda mimosaefolia Jacranda 26. Kigelia pinnata Kigelia 27. Leucaena leucocephala Su-babul 28. Mangifera Aam 29. Melia azedarach Bakain 30. Mitragyna parvifolia Phaldu 31. Moringa oleifera Sanjna 32. Parkinsonia aculeata Parkinsonia 33. Phoenix sylvetris Khajur 34. Pongamia sylvetris Papri 35. Pongamia glabra Papri 36. Prosopis cineraria Jani 37. Prosopis juliflora Vilati Kikar 38. Salvadora oleoides Jaal 39. Sterculia urens Gum Karaya 40. Syzygium cumini Jamun 41. Tamarindus indica Imli 42. Taxarix articulata Fransh43. Tecomella undulata Rohera44. Terminalia arjuna Arjun 45. Zizyphus mauritiana Beri (b) Shrub & Herba 1. Acacia jacquemontii Bambul 2. Achyranthes aspera Puthkanda3. Adhtoda vasica Bansa4. Aerva javanica Bui 5. Agave americana Keora 6. Alysicarpus minilifer - 7. Amaranthus gracilis Cholai 8. Argemone mexicana Kandheli or Kanteli 9. Asphodelus tenuifolius Piaza10. Balanites aegyptica Hingo or Hingot 11. Bougainvellea spp. Bougainvillea 12. Calotropis procera Aak 13. Cannabis sativa Bhang 14. Capparis horrida Hins15. Carissa spinarum Karaunda



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16. Cassia tora Panwar 17. Chenophdium albus Bathua 18. Crotolaria Juncea - 19. Datura alba Dhatura 20. Dodonaea viscosa - 21. Luphorbia hirta Dudhi 22. Euphorbia royalaena Thor 23. Eichhomia crassipes Water hyacinth 24. Hydrilla verticellata - 25. Indigofera oblongifolia Jhojhru 26. Ipomea cornea Vilayati Aak 27. Lantana carnara Panchphuli 28. Leptadenia pyrotechnic Khimp 29. Lyclum barbarum - 30. Nerium odorum Kaner 31. Opuntia dillenii Nagphani 32. Occimum americanum Jungli tulsi 33. Parthenium spp. Carrot grass 34. Rumex dentatus Jungli palak 35. Ricinus communis Arand 36. Solanum nigrum Mako 37. Taxarix dioca Jhao 38. Trapa bispinosa Singhara 39. Tephrosia purpurea Jhojhru 40. Typha elephantina Patera 41. Xanthium strumarium Chirchita 42. Zizyphus numularia Jhar/Palla/Jhar beri (c) Creepers, clibers, parasites & sedges1. Citrillus colocynthus - 2. Cuscuta reflexa Akash bel 3. Cucumis pubescens Kachri 4. Cyperus rotundus Motha 5. Loranthus spp. - 6. Mimordicancharantia Ban karela 7. Mimosa hamata - 8. Portulaca oleracea - 9. Solanum xanthocarpum Kateli 10. Trianthema portulacasptrum Santa/Santri 11. Tribulus terrestris Gokhr12. Tridax procumbens Sadahari 13. Vallaris solanacea Dudhi bel 14. Vallaris heyni - (d) Grasses 1. Andropogon lanager Khawi2. Aristida hertigluma -3. Cenchrus ciliaris Bhurat 4. Cenchrus ciliaris Anjan 5. Cenchrus setigerus - 6. Chrysopogon montanus Dholu 7. Cymbopogon martinii -8. Cynodon dactylon Doob9. Desmostachya bipinnata Dab 10. Dichanthium annulatum Palwan 11. Digitaria ciliaria Jharania 12. Datyloctenum aegyptium Makhra 13. Dactyloctenium sindicum Tantia14. Ehinochloa colonum Sanwak



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15. Erianthus munja Jhund/Munj 16. Eragrostis tremula - 17. Eleusine compressa Ghora dhab 18. Heteropogon contortus Suva ghas 19. Imperata cylindrica Siru 20. Iseilma laxium - 21. Lasiurus hirsntus Sevan 22. Panicum antidotale Ghamur 23. Panicum turgidum Swank 24. Saccharum spontaneum Kans 25. Sporobolus arabicus - 26. Sporobolus arundinacea - 27. Sorghum halepense Baru 28. Sehima nervosum Seran 29. Vertiveria zizanioides Panni/khas

3.9.7 Cultural Plant Communities Along with the natural vegetation of the area, certain other plant communities also exists which includes food crops, garden plants and fruit plantations. Various orchards were observed in the study area. The area’s cultural plant communities include the following:

Table -3.9 (c) Food crops S. No. Scientific Name Common Name 1. Triticum aestivum Wheat 2. Zea mays Maize 3. Sorghum vulgare Jowar 4. Solanum tuberosum Potato 5. Aelium Cepa Onion 6. Abrus Precatoris Lady finger 7. Daucus carota Carrot 8. Lycoperscion esculentum Tomato 9. Raphanus sativus Raddish

Table -3.9 (d) Garden Plants

S. No. Scientific Name Common Name 1. Bougainvellia spectabilis Bougainvellia 2. Hibiscus chinensis China rose 3. Saraca indica Ashok 4. Terminalia arjuna Arjun 5. Eucalyptus sp. Eucalyptus 6. Michelia champala Champa

Table -3.9 (e) Fruit trees

S. No. Scientific Name Common Name 1 Citrus reticulata Orange 2 Psidium gujava Guava 3 Litchi chinensis Litchi 4 Mangifera indica Mango 5 Syzygium cumini Jamun 6 Carica papaya Papaya 7 Zizyphus jujuba Ber8 Tamarindus indica Imli9 Citrus aurantifolia Lime 10 Musa paradisiaca Banana



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3.9.8 Terrestrial Fauna As there is no suitable habitat, no major fauna was observed in the region. Mainly the domestic animals constitute the fauna population in the study area. Some wild animals in the adjoining areas are also reported to be noticed by the local sources. The list of terrestrial fauna of the study area is presented in following table. The avifauna of the study area is listed in table-3.9 (f).

Table -3.9 (f) List of terrestrial fauna of the study area

S.No Scientific Name English / Common NameDomestic animals 1 Bubulus bubalus Buffalo 2 Canis familiaris Dog 3 Eqnus Cabalus Cow 4 Eqnus sp. Goat 5 Bos indicus Domestic cat 6 Bandicota indica Horse 7 Ovis sp. Sheep 8 Ronsetlus leschenaulti Donkey Wild animals 1 Canis aureus Jackal 2 Vulpes sp. Fox3 Boselplus tragocamelus Nilgai4 Cervus unicolor Sambhar 5 Presdystis entellus Bunder 6 Ratus ratus Rat 7 Calotis vercicolor Lizard 8 Naja naja Cobra 9 Capra sp. Fruit bat

Table -3.9 (g) List of Avifauna of the Study Area

S.No. Scientific Name Common Name 1 Columba livia Pigeon 2 Crovus splenders Crow3 Passer domesticus Sparrows4 Acrido therestristis Common myna 5 Dinopium cyanocephala Wood pecker 6 Endynamus sclopacea Koel 7 Strix ocellata Wood owl 8 Pavo cristatus Peacock

Since the forest is virtually negligible in the study area (10 km buffer zone of the proposed project site), there is very less variety of natural flora and fauna. So the adverse impact on natural vegetation and fauna is envisaged to be low. However the impact on flora and fauna due to the industrial activities can be mitigated with proper green belt development and pollution control facilities.

*****



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3.10 Traffic Study Traffic density is a major development indicator of urbanization and hence, it is a critical parameter for environmental impact assessment. Increasing population has direct correlation with traffic density. Traffic density of an area having direct impact on air & noise environment and hence there is need of management. Increasing traffic density is the predominant source of air and noise pollution in urban areas. Automobiles are main source of Carbon monoxide, Sulphur dioxide, oxides of Nitrogen, Hydrocarbons, which is increasing day by day. Any developmental project activities increase the vehicular traffic load of that area. Therefore, it is important to collect the raw data of existing traffic composition and volume in the vicinity of proposed project site, so that the changes in traffic composition and volume can be assessed. Traffic volume count is an important tool for decision-makers to understand adequacy of prevailing road infrastructure to handle the increased vehicular movement after the proposed project comes up in operational phase. 3.10.1 Selection of Monitoring Locations: Two locations having direct relations with the access to the project site within the core zone were identified for traffic volume count survey. The details of the monitoring locations are as below: (a) HSIIDC Rai to Industrial area Rai (TM-1) (b) HSIIDC Rai to NH-1 (TM-2) 3.10.2 Methodology for Traffic Density Survey Traffic movement was continuously monitored on either side of the road, for 24 hour for following type of traffic composition: (a) Motorized Vehicles (i) Heavy Motor Vehicles (HMV) include Truck, Bus, Dumper, Tanker, Trailer etc. (ii) Light Motor Vehicles (LMV) include Car, Jeep, Van, Tractor, Mini Bus, Tempo etc. (iii) Two/ Three wheelers include Scooter, Motor cycle, TSR etc. (b) Non-motorized vehicles: Bicycle, cycle rickshaw, animal drawn. The data has been compiled and presented in table nos. 3.4(c) to 3.4(d). 3.10.3 Data Interpretation of Traffic Density Survey (a) HSIIDC Rai to Industrial area Rai (TM-1) The total number of HMV, LMV and 2-3 Wheelers plying at this cross-section were found to be 497 Nos., 813 Nos. and 557 Nos. respectively, whereas non-motorized vehicles were estimated as 145 Nos. Total no of vehicles were 2012. See table 3.10(c)



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(b) HSIIDC Rai to NH-1 (TM-2) The total number of HMV, LMV and 2-3 Wheelers plying on this cross-section were found 638 Nos., 1181 Nos. and 801 Nos. respectively, whereas the numbers of non-motorized vehicles was estimated 242 Nos. Total no. of vehicle was 2862. See table 3.10 (d) (c) Equivalent Passenger Car Unit (PCU) Equivalent PCU is the uniform method for assessing the traffic volume. Criteria for the conversion of traffic volume to equivalent PCU is given in table-3.10 (a) and data is presented in table-3.10 (b)

Table-3.10 (a) Criteria for computation of equivalent PCU Symbol Description Equivalent PCU MCH Motor Cycles on hire 0.75 MCS Motor Cycles and scooters 0.75 PCJ Private cars and jeeps 1.00TX Motor Cabs (Taxi) 1.00 GV Goods Vehicle 2.00 BM Buses/Mini Buses 2.00 TR Tractors 1.00 AR Auto Rickshaws 1.00 GNV Government Vehicles 1.00

Figure-13: Traffic density hourly variation



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Maximum value of HMV as equivalent PCU at TM-1 and TM-2 was observed as 112 and 108

which was observed between 18:00-19:00 hrs and 08:00-09:00, whereas minimum value was

observed as 12 at 11:00-12:00 hrs and 12 at 12:00-13:00 hrs. .

Table-3.10 (b) PCUs at TM-1 & TM-2 Time Passenger Car Unit (PCU)

TM-1 TM-2

HMV LMV 2-3W Total HMV LMV 2-3 W Total

13:00-14:00 28 77 47 152 32 42 26 100 14:00-15:00 36 52 18 106 52 57 32 141 15:00-16:00 34 26 13 73 22 36 39 97 16:00-17:00 58 53 38 149 42 49 47 138 17:00-18:00 44 29 16 89 22 57 34 113 18:00-19:00 112 27 11 150 36 41 39 116 19:00-20:00 54 34 17 105 18 71 30 119 20:00-21:00 48 42 14 104 48 79 42 169 21:00-22:00 102 32 11 145 84 54 20 15822:00-23:00 42 46 7 95 100 66 11 177 23:00-24:00 24 27 5 56 98 45 11 154 00:00-01:00 34 22 2 58 74 49 3 126 01:00-02:00 28 11 0 39 76 32 2 110 02:00-03:00 36 17 0 53 54 37 0 91 03:00-04:00 18 22 3 43 24 21 3 4804:00-05:00 34 9 5 48 18 26 10 54 05:00-06:00 42 34 2 78 34 42 14 90 06:00-07:00 48 15 7 70 48 47 23 118 07:00-08:00 58 37 30 125 74 67 48 189 08:00-09:00 28 82 56 166 108 72 38 218 09:00-10:00 18 29 36 83 84 64 51 19910:00-11:00 34 32 39 105 98 66 42 206 11:00-12:00 12 40 22 74 18 44 18 80 12:00-13:00 22 18 21 61 12 17 15 44

Total 994 813 420 2227 1276 1181 598 3055

Table-3.10 (c) Traffic Monitoring at station TM-1 Time Monitoring Station : HSIIDC Rai to Industrial area Rai (TM-1) ; Monitoring Date : 25-26/08/2009

HMV LMV 2-3 wheelers Non-motorised Vehicles Total 13:00-14:00 14 77 63 9 163

14:00-15:00 18 52 24 5 99

15:00-16:00 17 26 17 4 64

16:00-17:00 29 53 50 12 144

17:00-18:00 22 29 21 17 89

18:00-19:00 56 27 15 4 102

19:00-20:00 27 34 22 6 89

20:00-21:00 24 42 19 2 87

21:00-22:00 51 32 14 9 106

22:00-23:00 21 46 9 1 77

23:00-24:00 12 27 6 2 47

00:00-01:00 17 22 2 0 41

01:00-02:00 14 11 0 0 25

02:00-03:00 18 17 0 0 35

03:00-04:00 9 22 4 0 35

04:00-05:00 17 9 7 0 33



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05:00-06:00 21 34 2 1 58

06:00-07:00 24 15 9 4 52

07:00-08:00 29 37 40 9 115

08:00-09:00 14 82 74 15 185

09:00-10:00 9 29 50 17 105

10:00-11:00 17 32 52 9 110

11:00-12:00 6 40 29 2 77

12:00-13:00 11 18 28 17 74

Total 497 813 557 145 2012

Table-3.10 (d) Traffic Monitoring at station TM-2 Time Monitoring Station : HSIIDC Rai to NH-1 (TM-2); Monitoring Date : 25-26/08//2009

HMV LMV 2-3 wheelers Non-motorised Vehicles Total

13:00-14:00 16 42 35 12 105

14:00-15:00 26 57 42 8 133

15:00-16:00 11 36 52 15 114

16:00-17:00 21 49 63 29 162

17:00-18:00 11 57 45 28 141

18:00-19:00 18 41 52 20 131

19:00-20:00 9 71 40 12 132

20:00-21:00 24 79 61 9 173

21:00-22:00 42 54 26 4 126

22:00-23:00 50 66 15 1 132

23:00-24:00 49 45 14 4 112

00:00-01:00 37 49 4 0 90

01:00-02:00 38 32 2 0 72

02:00-03:00 27 37 0 0 64

03:00-04:00 12 21 4 0 37

04:00-05:00 9 26 13 2 50

05:00-06:00 17 42 18 9 86

06:00-07:00 24 47 31 22 124

07:00-08:00 37 67 64 6 174

08:00-09:00 54 72 51 9 186

09:00-10:00 42 64 68 20 194

10:00-11:00 49 66 57 6 178

11:00-12:00 9 44 24 17 94

12:00-13:00 6 17 20 9 52

Total 638 1181 801 242 2862



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4. Anticipated Environmental Impacts 4.1 Context of EIA This section identifies, evaluates, predicts and illustrates the potential impacts on different environmental components due to the construction and operation of the proposed project. It describes all the potential impacts on physical and socio-economic components of the local environment due to the proposed activities and sub-activities. The Prediction of impacts is the most important component in the Environmental Impact Assessment studies. Both qualitative and quantitative techniques and methodologies can be used to conduct analysis of the potential impacts likely to occur because of the proposed development activities on physical, ecological and socio-economic environment. The predicted potential impacts can be superimposed over the baseline status of the environmental quality to derive post-project scenario of environmental conditions. The prediction of impacts would help in minimizing the adverse impacts, therefore, to enhance the beneficial impacts on environmental quality both during pre and post project. The environmental impacts in this section have, as such, been discussed separately for the construction phase and the operation stages of the proposed project. The environmental impact assessment approach used to evaluate the proposed project comprises of the sequential elements such as identification, prediction and evaluation. The first step of the impact assessment process involves identifying the key issues associated with the construction and operation phases of the proposed project. Issues and concerns of the proposed project are scoped based on the knowledge and experience with respect to environmental setting and project elements. Accordingly, the existing environmental system is described and the components of the project are determined. This step involves identification of the environmental modification that may be significant, forecasting of the quality and spatial dimension of change in the environment identified and estimation of the probability that the impact will occur. This step involves determination of the incidence of benefit to end users and population affected by the project, specification and comparison of effects between various alternatives, and assessment of the likely effect of the project on the environmental, economical and social components indicating the nature & magnitude of impacts. 4.1.1 Impact Analysis The major element involved in the process of environment impact assessment is identification of impacts as it leads to other elements such as quantification and evaluation of impacts. Although, in general, a number of impacts have been identified while describing the existing environmental status. It is necessary at this stage to assess the existing environmental status to facilitate the identification of the critical impacts that are occurring due to “the proposed project” upon various components of environment therein. The network method has been adopted for the identification and evaluation of the environmental impacts. The method involves an understanding of cause-condition-effect relationship between an activity and the environmental indicators. The activities and actions as described here in before were considered for the evaluation of the impact. The method helps in recognizing the series of impacts that could be triggered by the “proposed project activities” in the area.



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The concept for impact evaluation will, therefore, be accounted for the “proposed project activities” and thereby to identify the types of associated impacts, which are likely to occur. The subsequent steps will be selected to define each impact and to identify the secondary and tertiary impacts, which may induce as a result of the project activities. This process may be repeated until all possible impacts will be identified. The greatest advantage of this type of approach is that it allows identifying the impacts by selecting and tracing out the events as they are expected to occur due to existing activities. The impact network has been developed for (i) proposed project activities impacting environment and (ii) areas of environment being impacted. 4.1.2 Approach to the Impact Analysis (a) Overall approach The approach to impact analysis includes identification of both positive and negative impacts, which may be inclusive of following: ♦ Identification and summary of all anticipated environmental impacts. ♦ Description of all probable adverse impacts, which cannot be avoided, and are due to

construction as well as operational phase of the project. (b) Identification and Assessment of Impacts In order to assess the impact of proposed project, following scenarios are to be considered (i) No project (ii) Project without EMP (iii) Project with EMP in place. The proposed development of Industrial Estate of HSIIDC at Rai of Phase-II of sector 38 and 39 would create impacts on the environment in two distinct phases: (i) During the construction/development (Provisioning of basic infrastructure for the

establishment of the small industrial units) phase, which may be regarded as temporary or short – term.

(ii) The other during the operation stage (when the proposed project will become operational

i.e. industrial plotted units would be commissioned and operational) would have long-term effects and hence require mitigation plan for management of impacts.

4.1.3 Impacts on Ambient Air Environment The impacts on Ambient Air Quality due to the proposed project activities during the construction phase of the project may be temporary or short-term. Suspended Particulate Matter (SPM) and Respirable Suspended Particulate Matter (RSPM) would be the predominant pollutants generated from construction activities. The gaseous emissions such as SO2, NOx and CO would be generated from the construction equipment and vehicles. During operational



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phase, the significant contributor to the air pollution would be the DG sets (as point source of emission) and movement of vehicles in the industrial area (as line source of emission). (i) Impacts During Construction During construction phase, the project would have impacts on ambient air quality due to the emissions by construction equipment and vehicles, and an increase in dust level by the construction activities. Earth excavation work, foundation work, superstructure work, material storage, transportation and handling of construction materials together with wind erosion could be the major factors, which may produce a temporary and localized increase in SPM and RPM levels. The increased movement of heavy vehicles carrying construction materials, operation of DG sets as standby power back-up system would generate gaseous emissions. The degree of dust generated would depend on the soil compaction and moisture content of the ground surface during the construction. Dust and exhaust particulate emissions from heavy equipment operations would temporarily degrade air quality in the immediate construction zone. The construction contractor has to ensure regular monitoring of dust levels in the vicinity of the proposed site during the construction activities. Dust suppression will have to be applied, using water tankers mounted on tractors, sprinklers and other means as necessary to suppress and curb dust pollution, in the event that high levels of dust are observed, and complaints about dust are received. Other diffused source of gaseous emissions from the construction site would be if the construction labors uses fuel wood for cooking and heating during winters. The construction contractor will have to ensure that such practice would not be adopted by the labours and they should be provided with LPG cylinders for cooking in their labour camps. (ii) Impacts during Operation During operational phase, the significant contributor to the air pollution would be the DG sets (as point source of emission) and movement of vehicles in the industrial area (as line source of emission). The impacts of DG sets emission would be minimized by taking adequate measures, which may include raising of stack height as per the guidelines. This impact would be intermittent, scattered & short-term. Gaussian dispersion modeling reveals no significant impacts, while considering the Worst case scenario. Impacts, if any, during the operational stage would be further minimized by the development of adequate green belt in the vicinity. 4.1.4 Impacts on Ambient Noise Environment (i) Impacts During Construction Construction activities normally result in temporary and short term increases in noise levels. The main sources of noise during construction period includes movement of vehicles for loading and unloading of construction materials, fabrication, handling of equipment and materials, operation of power shovels, concrete mixing plants, generators etc. The areas likely to be affected are those close to the site.



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(ii) Impacts During Operation During operation, there will not be any significant increase in the ambient noise level as explained below: ♦ Noise due to operation of DG sets for power back up would be controlled by adequate

acoustic treatment and hence there will not be any significant impact. ♦ There may be marginal impact on ambient noise level due to the movement of vehicles but it

will not increase the baseline. Impacts on noise environment, if any, due to the operational stage of the project would be appropriately attenuated by the development of green belt in the vicinity of the project.

♦ The intermittent and short-term noise may increase in the event of social ceremonies/

gathering etc. in residential areas due to the operation of DG sets meant for power back up. 4.1.5 Impacts on Water Environment The details of water quality in the project area is discussed in the chapter of Total water demand for the operational phase of the proposed project would be 3934.90 KLD say 4000 KLD and 3789 KLD say 3800 KLD for sector 38 and sector 39 respectively and meet by ground water sources.

Table 4.1 (a) Water demand in proposed area of sector 38

Description of water demand in zones Quantity of water

Water supplied per acres 18,160 litres or 4000 gallons

Daily demand in Zone 1 (120.33 acres) 2,185,192.8 litres or 2.18 MLD

Daily demand in Zone 2 (96.35 acres) 1,749,716 litres or 1.75 MLD

Daily Demand (Zone 1+ Zone 2) 3,934,908.2 litres or 3.94 MLD or 3934.90 KLD

Table 4.1 (b) Water demands in proposed area of sector 39

Description of water demand in zones Quantity of water

Water supplied per acres 18,160 litres

Daily demand (208.70 acres) 3,789,992 litres or 3.8 MLD or 3789.992 KLD

It has been proposed that all plots of size 1 acres and above (20 Nos. with cumulative area of 30 acres in sector 38) shall treat the wastewater to the extent of 30% of their discharge to cater for air conditioning, horticulture and extra demand for processing, if any. (a) Water demand to be met through local tubewells

It is estimated that about 4000 KLD and 3800 KLD of sector 38 and 39, water demand to be met through 3 Nos. of tubewells in each zone of sector 38 and sector 39 respectively having the yield of 5000 gallon/hr.

(b) Rain Water Harvesting



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The rainwater harvesting would be essential for the operational phase of proposed project because surface water would be inadequate to meet the water requirements of proposed project. Recharging would be done through pits, trenches, wells, shafts etc. In case of roof top area more than 100 m2, the roof top rainwater harvesting would be made mandatory and would be done by individual plot holders. Impacts on water quantity & quality during the operational phase of the project will be minimized by: ♦ Recycling of treated wastewater for horticulture purposes. ♦ Recycling of treated wastewater for fire hydrants, cooling tower, toilet flush purposes ♦ Rain water harvesting The water requirement during the construction phase will be partly met through tankers and in limited case through borewell and hence no adverse impacts on ground water could be anticipated. 4.1.6 Impacts Due to Wastewater Generation (i) During Construction The major source of water pollution during the construction phase of the project would be sewage from labour camps and makeshift office. It is expected that at any given time during the construction phase, the peak manpower strength on construction site comprising of contractor’s technical staff, administrative staff, skilled and unskilled workers. The water requirement would be @50 lpcd & wastewater generation would be @40 lpcd. The generated sewage would pass through a septic tank and would be discharged into the existing sewage network of the area. (ii) During Operation The scope for providing sewerage system for the proposed Industrial Estate at Rai Phase-II Sector 38 & 39 consists of properly designed network of sewerage system for collection of wastewater from the plots. The collected sewage will be conveyed to the site of Common Effluent Treatment Plant, where it will be treated to desired level and disposed off in the drain. Minimum size of the sewer line has been taken as 250 mm dia. The system would be designed for running at self-cleansing velocities to avoid silting in the sewer lines. The sewage load has been calculated for water supply rate of 4000 gallons per acre per day to the industrial plots, commercial buildings and institutional buildings. The scheme has been designed for sewage load @ 4000 gallons per acre per day (75% of the water supply). 4.1.7 Impacts on Land Environment (i) Impacts on Land Use The project proponent has acquired approximate 858 acres land in village (Sec. 38 Phase-II & 39) Rai, Badh Malik, Bad Khalsa, Jatheri, Liwan, Pritampura in district Sonepat. The notification is made under the provision of section-4 of the land acquisition act, 1894. The proposed development of Rai would be adherence to the Master Development Plan 2021 of Sonepat. It is issued by Department of Town and Country Planning. The project for the development of Industrial Estate at (Phase-II Sec.38 & 39) Rai is conceived specifically to



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provide a platform of services and facilities that would be beneficial for the creation of better infrastructure as well as create more employment opportunities for the local population. Moreover, local landuse planning will control the type, density and location of development in the future. Development of green belt and other landscape on the proposed site would further enhance the visual and aesthetic quality of the area. (ii) Impacts on Soil The site clearing and preparation activities will involve removal of only scanty vegetation, mainly bushes, existing in the vicinity of proposed site. The project site is primarily dominated by undergrowth and unwanted bushes. As the topography in and around the site is mostly plain with no significant slope, the digging of the site before the start of the construction work for the foundation work would not result any significant effect on soil erosion and silt run off, even during the heavy rains. The project requires extensive work on the excavation and removal of soil and hence will temporarily affect soil structure and stability with a localized impact. The project proponent will adopt good construction practices that will ensure the environmental impacts of waste effluents generated on-site during construction would be minimized. (iii) Construction Wastes The generation of waste material is inevitable during the construction phase of the development. Waste can be generated at different stages of construction process. Wastes may include the top soil, clay, sand, and gravel. These can be re-used as filler at the same site after completion of excavation work. Other miscellaneous materials that could arise as waste include glass, plastic material, general refuse, scrap metal, cardboard, etc. and the solid waste from the construction workers temporary housing. Efforts would be done to recycle the waste material to the possible extent Non-recyclable solid wastes generated during construction will be disposed of to a designated landfill sites in the project area. Hence, waste generated during the construction would not be of significant quantified and would not have any significant potential impact. 4.1.8 Solid Wastes Generation and Disposal A combined solid & hazardous wastes management facility has not been earmarked at Sersa village of industrial estate Kundli, which includes treatment facilities for IE Barhi, Kundli and Rai. (a) Industrial Solid Wastes/ Hazardous Wastes

Assessment of industrial solid waste management problem greatly varies depending on the nature of the industry, their location and mode of disposal of waste. In the absence of the knowledge about the number & type of industries that would be coming up in the proposed industrial area, it is not possible to provide estimate about the quantity. For this reason, the industrial waste is proposed to be considered separately from the MSW and has to be dealt in accordance with the Hazardous Wastes (Management & Handling) Rules 2003. Further, industries generating solid waste will have to manage such waste by themselves and are required to seek authorizations from State Pollution Control Boards (SPCB) under relevant rules. However, through joint efforts of SPCBs, local bodies and the industries, a mechanism could be evolved for better management. Following steps would be taken-up for better management of the waste to be generated in industrial estate



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(i) Inventory Management and Improved Operations

♦ Inventorisation and tracing of all raw materials ♦ Procurement of fewer toxic and more non-toxic production materials ♦ Implementation of employees’ training and management feedback ♦ Improving material receiving, storage, and handling practices.

(ii) Production Process Optimization

♦ Substitution of non-hazardous for hazardous raw materials ♦ Segregation of wastes by type for recovery ♦ Elimination of sources of leaks and spills ♦ Separation of hazardous from non-hazardous wastes ♦ Optimization of the process of raw material use ♦ Emphasis on reuse & recycling of wastes

(b) Management Strategies for Industrial Solid Wastes/ Hazardous Wastes (i) Industrial Unit level Industries have great role to play in the management of hazardous wastes. As per the Hazardous Wastes (Managing & Handling) Rules, the sole responsibility for the management of hazardous wastes lies with the industries. The industries generating hazardous wastes have to obtain authorization consent from State Pollution Control Board for using the Centralized Secured Landfill Facility. In order to have a cost-effective waste management system, the following strategy has to be adopted. (ii) Waste Avoidance The treatment and disposal of wastes does cost money to the industries. Therefore, the first priority to the industries should be to avoid the generation of wastes right at the source to the large extent. The waste generation can be avoided by adopting waste minimization, resource recovery, recycle and reuse (on-site and off-site) options. (iii) Storage The unavoidable waste has to be stored properly for further treatment and disposal. The waste has to be stored in compatible containers with proper labeling. The large and medium scale units can have a separate storage area within the plant premises. (iv) Transportation Transportation is the weakest link in the entire hazardous wastes management system. While transporting the waste proper care must be taken and record should be maintained for the transported waste. It must be ensured that the waste reaches the proper destination and is not dumped on the way. (v) Treatment & Disposal



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The waste should be treated and segregated according to Hazardous and Non-Hazardous to meet the disposal standards if any. Therefore, a pre-treatment in the form of dewatering, neutralisation, detoxification and volume reduction is required to be carried out at the unit level. The treated waste has to be disposed in the Centralised Secured Landfill Facility in scientific manner. In any case, the indiscriminate disposal of hazardous wastes should be avoided. (c) Municipal Solid Wastes The primary sources of solid waste in the project area are local households, commercial establishments, markets, hotels, restaurants, etc. The total quantity of waste generated per day is in the order of 11.25 tonnes per day (TPD) at a per-capita waste generation of 250 grams per day. Municipal Corporation (MC) is responsible for the collection, transportation and disposal of all solid waste generated, except the untreated bio-medical waste and hazardous industrial waste, which is taken care of by the respective generators. MC organizes the collection and transportation of the waste through a team of its own conservancy workers and a fleet of vehicles and dumper-placers. The waste collected is disposed at various dumping yards without any treatment. The waste generation calculation was done as follows. The total area of Industrial Estate is 858 acres. Assuming the density of 50 persons per acre the population would be 42,900. Approximately we can say 45,000. The waste generating factor is 250 g/person/day. The waste generation would be 11.25 TPD. T he collected waste is disposed off at the Sersa village of Industrial Estate Kundli. 4.1.9 Impacts on the Drainage The scheme of Storm Water Drainage has been prepared for the Industrial Estate, Rai which can be divided into two heads viz. Collection and Disposal (a) Collection of Surface Water Effective drainage increases the life of road. Proper camber, slope, properly constructed kerb channel and then placing of road gullies at proper spacing can help in collection of surface water effectively. It is proposed to collect the surface water through road gullies, which will be constructed in channel portion of the road at a distance of about 30 m. These road gullies will be constructed on the upstream side near the manhole. The surface water collected through the road gullies will be discharged into the manhole through a pipe connection. The surface water so collected in the manholes will be carried through a network of drains to the point of disposal. (b) Disposal of Surface Water The surface water collected from the roads through road gullies will be carried through a designed network of circular storm water drains of various sizes ranging from 200 mm dia to 1800 mm dia and discharged into a sump proposed to be located near drain. The drain discharges into river Yamuna in Delhi territory. As per standing guidelines of Irrigation Dept. no effluent of any type except rain water is allowed into the drain which means that the surface water collected into the collection sump will have to be disposed off somewhere else. The industrial area already developed is facing similar problem. Drain no 6 is situated at a distance of 2 kms from the proposed project of IE, Rai which is capable of taking the effluent/ surface water of the area. A proposal has been mooted out to



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construct underground gravity drain for carrying the surface & treated effluent of the whole of the industrial area Drain. However, every possible effort has been made for controlling the depth, as otherwise it will become necessary to provide intermediate pumping stations, which would be a costly affair due to recurring expenditure for operation & maintenance. The sizes of the drains have been proposed in the manner to keep a check on the depth. 4.1.10 Impacts on Socio-economic Environment The project will definitely contribute towards the socio-economic development of the area. The land values around the project site are likely to be appreciated after the operation of the project. The direct and indirect employment to the local population during the operation of the project at both skilled and unskilled levels will benefit the local population and its specific groups. Economic activity will also get a boost for small shopkeepers, vendors and hence have a positive impact. (i) Impacts on Physical Infrastructure The proposed project will have positive impacts as far as physical infrastructure is concerned. New physical infrastructure like road network, electrification, sewerage network, solid waste management facility, drainage network would be created and it would definitely benefit the local population. (ii) Landscaping & Visual Quality With the construction of the project, there will be improvement in the landscaping of the area, which will have adequate green belt not only for attenuation of air and noise pollution but also to enhance the visual quality. (iii) Employment Opportunities The construction of the proposed project is expected to provide temporary employment to a good number of skilled and unskilled workers directly and to others like owner of construction machinery and equipments, vehicles etc. during the construction period, thus have the positive impact. Along with direct employment, there will be scope for generation of secondary employment to provide services to the working people during the operation of the proposed project for various needs. All these will be beneficial to the local economy. During the operational phase, the scope for the generation of employment for both skilled and unskilled persons would increase. (iv) Development Work The industrial infrastructure for development of proposed industrial estate would include ♦ Construction of roads and other allied works, ♦ public health services i.e. laying of water supply lines, ♦ Sewer lines & storm water drainage system ♦ Over head service reservoir (OHSR), underground tank (UGT)



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♦ Sewage Treatment Plant, ♦ Electrification Net-work ♦ Solid Waste Management ♦ Horticulture etc. The estimates for various components of development works have been framed on the basis of latest PWD quarry rates (in case of road work) as well as Haryana Schedule of rates-1988 (HSR-88) with latest ceiling premium. Wherever, rates of particular items are not covered in HSR, market rates for those particular items have been taken. The design of Public Health Services has been made by using the guidelines of Manual of Water Supply and Sewage Treatment by CPHEEO published by the Ministry of Urban Development. (vi) Roads Development & Improvement in Connectivity The provision for construction 30 mtr, 24 mtr, 20 mtr, 18 mtr and 15 mtr width of roads in phase II of sector 38 and 60 mtr, 30 mtr, 20 mtr and 10 mtr width of roads in sector 39 in Industrial Estate at Rai. The project would have connectivity to major towns of country as it is the closer proximity with the National and State Highways as well as Railway Network. There would not be any problem with respect to supply and procurement.

4.1.11 Impacts on Energy (a) During construction phase of the project Fossil fuels, such as diesel fuel, gasoline and oil will be used during the construction and operation of the project for mechanical and electrical equipment and should have marginal adverse effects on renewable resources. Electricity will be used during construction to provide power to construction equipment and in operation for lighting of buildings and running utilities equipments. Electricity consumption will be kept at a minimum whenever possible by adopting electricity conservation measures.

(b) During operational phase of the project Load estimation has been calculated separately for sector-38 and sector 39; 17.2 MW and 18.5 MW required by sector 38 & 39 respectively.

Table- 4.1 (c) Load estimation for proposed projects of sector-38 & 39 at I.E. Rai

S.No. Category/ Landuse Approx area (Acres) Tentative Load (MW) Sec-38 Sec-39 Sec-38 Sec-39

1. Industrial 127.41 155.89 15.4 16.7 2. Public building & public utilities 28.70 20.29 0.10 0.10 3. Commercial 18.78 5.68 0.50 0.50 4. Group housing & residential etc 41.94 16.72 0.50 0.50 5. Institutional 19.51 18.36 0.50 0.50 6. Street lighting, tubewells, STP,

ETP, water works etc 27.66 5.05 2.00 2.00

Total 17.2 18.5



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(c) Minimization of Impact The project proponent will ensure that best management practices to be followed both during the construction & operational phases of the project to conserve renewable resources. These may include, but are not limited to:

♦ Lighting of only critical areas during non-working hours; ♦ Efficient scheduling of construction crews ♦ Use of energy-efficient lighting; ♦ Minimizing idling of construction equipment and vehicles; ♦ Recycling of used motor oils and hydraulic fluids. ♦ Emergency Water Springing Tank ♦ Safety Accessories at working Time

4.1.12 Impacts on Biological Environment The proposed project will have no adverse impact on bio-diversity since there is no significant vegetation (flora) and fauna in the project core zone. In 10 Km radius of the proposed project following are neither existing nor proposed

♦ National Park ♦ Sanctuary ♦ Elephant/ Tiger Reserve ♦ Migratory routes

Project Proponent would further ensure the development of adequate green belt as well as landscaping in the vicinity of the proposed project site. This would not only help in reducing the existing (baseline) level of air and noise pollution but also aim at enhancing the aesthetic and visual quality of entire area as well as provide habitation to local fauna to preserve the environmental quality. Hence, proposed project would definitely have the positive impacts as far as biological environment is concerned. 4.2 Statement of Environmental Impacts The assessment, as to be carried out by considering above situation and scenario, is described hereunder: (a) Air Environment Air quality is influenced by a number of factors, which includes natural and anthropogenic or man-made. An assessment of the existing air quality status was carried out in the vicinity of the proposed project. Air Pollutant Dispersion Modelling was carried out considering, Point Source of emission i.e. use of DG sets as power back-up (Gaussian Model) and the Air Quality Impact analysis of proposed project can be summarised as below: (i) No project Without the proposed project in place, baseline data Ambient Air Quality Data is generated at the Core Zone & Buffer Zone of the project site. Data is summarized in following table. Except in case of SPM & RSPM, other AAQ indicators like SO2, NOx & CO are within the norms of Rural, Residential and other areas. However, in case of NAAQS for industrial area, all AQI indicators are within limit except RSPM.



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Table-4.2 (a) Baseline AAQ data at Core & Buffer Zones of Proposed Project Site

Data Indicator AAQ-1 AAQ-2 AAQ-3 AAQ-4 AAQ-5 AAQ-6 AAQ-7 SPM, µg/m3 Minimum 173 169 231 174 281 229 222

Average 312 380 473 344 453 377 377 Maximum 451 548 753 594 600 567 541 98th Percentile 442 537 721 559 594 539 537

RSPM, µg/m3 Minimum 72 95 104 91 140 115 103 Average 172 213 252 222 246 204 197 Maximum 280 303 486 386 367 310 267 98th Percentile 269 303 467 365 356 298 263

SO2, µg/m3 Minimum BDL BDL BDL BDL BDL BDL BDL Average 10 9 7 7 12 13 14 Maximum 20 18 12 13 26 25 26 98th Percentile 19 18 12 13 25 24 25

NOx, µg/m3 Minimum 16 13 15 12 17 18 12 Average 31 29 26 29 32 39 32 Maximum 51 57 55 52 54 57 60 98th Percentile 50 54 51 52 53 57 58

CO, mg/m3 Minimum 0.2 0.2 0.2 0 0.1 0.1 0.1 Average 0.58 0.64 0.48 0.42 0.47 0.53 0.38 Maximum 1.2 1.3 0.8 0.8 0.9 1 0.798th Percentile 1 1.2 0.758 0.8 0.8 1 0.7

(ii) The project without EMP With the implementation of proposed project, there will be amelioration in the ambient air quality as the proposed project is aiming at development of green belt and landscaping. Further, after the completion of construction activities, soil of the area will be stabilized and there will be drastic reduction in the area of loose soil. All these efforts will drastically reduce the air pollution in the area. (iii) The project with EMP With the implementation of EMP, there will be attenuation in the existing air pollution due to the development of green belt and landscaping of entire core zone of the project. In addition, industrial units will implement adequate air pollution control measures in respect units, which will further help in reduction of ground level concentration of ambient air quality pollutants.

(b) Noise Environment Noise pollution is most often and most simply defined as unwanted sound, which interferes with speech communication, causes annoyance, distracts from work, disturbs sleep and thus adversely affects the quality of human environment. In order to assess the existing noise level, noise monitoring was undertaken in the project vicinity. The ambient noise level is characterised by significant variations above a base called a Residual Noise Level, below which the ambient noise does not seem to drop during a given time interval and is generally caused by unidentified distant sources. It differs in rural and urban areas. At night, its level is low due to lesser elements of noise. As suggested by monitoring data and its statistical analysis, the residual noise level (L90) during the monitoring period was well within the prescribed limit of the residential areas. The results as discussed in this report indicate that during most of the monitoring time noise level was observed to be within prescribed norms. However, some higher values, as



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observed in the study, may be due to the movement of vehicles, aircraft etc. The Noise Quality Impact analysis of proposed project can be summarised as below: (i) No project Without the proposed project, the noise level in the project area is within the norms prescribed for landuses such as residential, commercial & industrial area inspite of the intense human activities both in the core and buffer zone of the project. (ii) The project without EMP With the implementation of proposed project, there may be some increase in the ambient noise level due to operation of DG sets & machinery as well as movement of vehicles in the industrial area, but this impact would only be limited to day time. There may also be short-term and localized impact on noise quality during the construction of the project. However, residual noise level (L90) is expected to be within the prescribed norms of industrial areas in the core zone and residential areas in the buffer zone. (iii) The project with EMP With the implementation of EMP, chances of localized and intermittent noise level could well be attenuated by appropriate acoustic enclosure (wherever applicable in case of the operation of DG sets) and development of appropriate and adequate green belt, which would further help the project proponent in reduction of the existing level of noise. (c) Water Environment The study of water environment is very significant for Environmental Impact Assessment of any new installation/ expansion of a project. It includes the study of natural environment of existing water scenario and prediction of likely impacts on it due to the upcoming installation / expansion of any project. The impact analysis on water quantity & quality of proposed project can be summarized as below: (i) No project Ground water quality in general is saline and hard in nature in the vicinity of project area. There is no significant pollution in the ground water as far as toxic constituents are concerned like heavy metals and organics. (ii) The project without EMP ♦ The proposed project activities will not contaminate the ground & surface water in the

vicinity. There will not be any discharge on the open land. Domestic sewage & industrial effluent would be treated adequately. Hence, there is no threat with regard to the pollution or contamination of water resources.

♦ There is also a proposal for Rain Water Harvesting and reuse of treated water for

horticulture purpose.



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(iii) The project with EMP EMP would address all the problems associated with respect to water pollution, water quality and quantity due to the proposed project. (d) Land Environment Land is a major resource for sustainable development. Exponential population growth over the year resulted in the more demand for land, water and biological resources, thereby exerting tremendous pressure on land. Every piece of land has its own carrying capacity in terms of support and assimilation. The Land Environment Impact analysis of proposed project can be summarized as below: (i) No project In context to soil quality, analytical results, in general suggests that the soil quality in samples drawn from agricultural land as well as open uncultivated area contains optimum level of plant nutrients and other components required for the soil for agricultural purposes. (ii) The project without EMP The proposed project of the development of Industrial Estate at Rai will not have any significant impacts on the land environment. Landuse in the vicinity would be in adherence to the Master Development Plan. (iii) The project with EMP With the implementation of EMP, landscaping of the area would be ameliorated, which would result in the stabilization of soil as well as improvement in the visual quality of the area. (e) Biological Environment Forests are a key element of biological & ecological systems comprised of tree-dominated vegetative associations with an innate complexity, inherent diversity, and serve as a renewable resource base as well as a habitat for a myriad of life forms. Forests render numerous goods and services, and maintain life-support systems so essential for life on earth. Some of these life support systems of major economic and environmental importance are: ♦ Supply of wood & non-wood forest products, ♦ Natural habitat for bio-diversity and repository of genetic wealth, ♦ Provision of recreation and opportunity for Eco-tourism, ♦ Playing an integral part of the watershed to regulate the water regime, conserve soil, and

control floods ♦ Carbon sequestration and functions as a carbon sink. The Biological Environment Impact analysis of proposed project can be summarized as below: (i) No project



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There is no forest land in the proposed project vicinity. (ii) The project without EMP Since there is no forest land in the project area, impact of the Biological Environment could not be envisaged during both the construction and operation of the project. The proposed project will, therefore, have no adverse impact on bio-diversity since there is no significant vegetation (flora) and fauna in the project core zone. (iii) The project with EMP Project Proponent would ensure the development of adequate green belt as well as landscaping as a part of EMP. This would not only help in reducing the existing (baseline) level of air and noise pollution but also aim at enhancing the aesthetic and visual quality of entire area and also, provide habitation to local fauna to preserve the environmental quality. Hence, proposed project would definitely have the positive impacts as far as biological environment is concerned. (f) Socio-economic Environment Impact on socio-economic environment in the vicinity of any project, revolves around the mode of change that is likely to occur due to the beneficial and adverse effects arising out of the project activity. Generally, implementation of project activities results in a change in socio-economic profile of the surrounding area due to change in land use pattern, operation and maintenance of the project, change in the occupational pattern of the local residents, boost in the local economy due to employment opportunities, increased business, improved infrastructure etc. Due to these change basic amenities needs improvement to keep pace with the industrial development. The Socio-economic Environment Impact analysis of proposed project can be summarized as below: (i) No project Presently project area is having good socio-economic index. (ii) The project without EMP ♦ The project would contribute towards the socio-economic development of the area at the

local level. ♦ The land values around the project site are likely to be appreciated after the operation of the

project. ♦ The direct and indirect employment to the local population during the operation of the

project at both skilled and unskilled levels will benefit the local population and its specific groups.

♦ Project would facilitate the creation of physical infrastructure in the core and buffer zone. ♦ The construction of the proposed project is expected to provide temporary employment to a

good number of skilled and unskilled workers directly and to others like owner of plant and equipments, vehicles etc. during the construction period, thus have the positive impact.



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♦ Along with direct employment, there will be scope for generation of secondary employment

to provide services to the working people during the operation of the proposed project for various needs. All these will be beneficial to the local economy.

(iii) The project with EMP With the implementation of EMP, there will be a general amelioration of the socio-economic environment of the area. It would have following socio-economic advantages: ♦ Enhanced visual and aesthetic quality of the area. ♦ Better employment opportunities for skilled workers. ♦ Indirect employment opportunities for the inhabitants. ♦ Better infrastructure of the area. ♦ Improved landscaping. ♦ Better connectivity.

*****



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4.0(a)CONSTRUCTION NOISE AND VIBRATION MANAGEMENT PLAN (CNVMP): This Construction Noise and Vibration Management Plan (CNVMP) forms of the EMP. The purpose of this CNVMP is to describe how HSIIDC proposes to manage noise and vibration risks associated with the construction of the Project. The key objective of this plan is to ensure appropriate management measures are implemented during construction activities to avoid or minimise potential adverse noise and vibration impacts to the environment and community. This plan is applicable to all activities during the construction phase of the Project. 4.0(a).1 CNVNP Management Objectives The following noise and vibration management objectives will apply to the construction of the project: • minimise unreasonable noise and vibration impacts on residents and businesses; • avoid structural damage to buildings or heritage items as a result of construction

vibration; • undertake active community consultation; and • maintain positive, cooperative relationships with schools, childcare centers, local

residents and building owners. A detailed land use survey to identify potentially critical areas that are sensitive to construction vibration and ground-borne noise impacts prior to construction were undertaken. The results of the survey were incorporated into the Construction Noise and Vibration Management Plan. Construction works that would generate continuous or impulsive vibration at the most affected residences or human exposure were identified. For any portion of construction where blasting is proposed, a series of initial trials at reduced scale shall be conducted prior to production blasting to determine site-specific blast response characteristics and to define allowable blast sizes to meet the air blast overpressure and ground vibration limits. A construction management team shall be constructed with the aim of achieving the following construction vibration goals: (a) For structural damage, the vibration limits set out in the German Standard DIN 4150-3: Structural Vibration effects of vibration on structures. (b) For human exposure, the acceptable vibration values set out in the Environmental Noise Management Assessing Vibration as per MoEF guidelines or other national and International guidelines. Wherever feasible and reasonable, piling activities shall be undertaken using quieter alternative methods than impact or percussion piling, such as bored piles or vibrated piles. During construction, Proponents of other construction works in the vicinity of the SSI shall be consulted and reasonable steps taken to coordinate works to minimise impacts on, and maximise respite for, affected sensitive receivers.



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The Proponent shall consult with potentially-affected community, religious, educational institutions and vibration-sensitive businesses and critical working areas (such as theatres, laboratories, hospitals & ASI) to ensure that noise generating construction works in the vicinity of the receivers are not timetabled during sensitive periods, unless appropriate other arrangements are made. The Proponent shall design and construct the IE with the objective of minimising impacts to, and interference with, third party property and infrastructure, and that such infrastructure and property is protected during construction and operation. The Proponent shall, prior to the commencement of construction (including demolition and excavation works), or each part of the IE that may impact on surrounding properties at risk from damage: (i) Identification of sensitive receivers and relevant construction noise and vibration goals. (ii) Details of construction activities and an indicative schedule for construction works, including the identification of key noise and/or vibration generating construction activities (based on representative construction scenarios, including at ancillary facilities) that have the potential to generate noise and/or vibration impacts on surrounding sensitive receivers, particularly residential areas. (iii) Identification of feasible and reasonable measures proposed to be implemented to minimise and manage construction noise impacts (including construction traffic noise impacts), including, but not limited to, acoustic enclosures, erection of noise walls hoardings), respite periods and the limiting of truck movements during night periods. (iv) Identification of feasible and reasonable procedures criteria are achieved, including a suitable blast program, applicable buffer distances for vibration intensive works, use of low-vibration generating equipment/ vibration dampeners or alternative construction methodology, and pre- and post- construction dilapidation surveys of sensitive structures where blasting and/ or vibration is likely to result in damage to buildings and structures (including surveys being undertaken immediately following a monitored exceedence of the criteria). (vi) If blasting is required, an assessment of the potential noise and vibration impacts, and a strategy to minimise and manage those impacts, including preparation of an appropriate community information program. (vii) A description of how the effectiveness of mitigation and management measures would be monitored during the proposed works, clearly indicating how often this monitoring would be conducted, the locations where monitoring would take place, how the results of this monitoring would be recorded and reported, and, if any exceedance is detected, how any non-compliance would be rectified. (viii) mechanisms for the monitoring, review and amendment of this plan.



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MANAGEMENT: An acoustic shed would be constructed to reduce impact of spoil removal during night-time periods. • An acoustic shed would be constructed at sec 38-ii, 39 to reduce impact of vertical

excavation (if required to be conducted during night-time periods). • An acoustic shed would be constructed to reduce impact of concrete pre-cast works

during night-time periods. • 3m high noise barriers (site hoardings) would be constructed around the perimeter of

construction sites. • 6m high barriers would be constructed at School and shopping center to manage night

time spoil truck movements. • 3m high noise barriers (site hoardings) would be constructed at School situated at the

entrance of IE on the north and eastern side of the main construction site and to the west of the station box.

• Vibration monitoring would be undertaken at the nearest • commercial buildings and residential areas during high vibration activities to ensure

vibration levels remain below safe limits • Noise measurements in the village nearby (periphery of the IE) at Rai during high

vibration activities would be undertaken to determine ground borne noise levels. • Depending on the results of this monitoring, discussions would be held with the cinema

managers to identify additional feasible and reasonable mitigation measures such as respite period and use of alternative equipment.

• Night-time truck access at construction sites would be via the Jatheri Celebration Drive roundabout to the south of the site.

4.0(a).2 Basic Noise Mitigation Measures

The following measures should be undertaken wherever construction work may have an impact on noise sensitive receivers:

• where feasible, schedule work that creates the most noise during normal construction hours.

• If this is not possible, this type of work should be scheduled early in the night to minimise the impact on adjacent residents. Planning machines or other high noise machines, or activities that cause high LAmax noise events should be avoided after 11:00 pm;

• consider programming night works to limit the number of consecutive nights receivers are impacted, and to provide respite from sleep disturbance, e.g. where sensitive receivers are exposed to noise levels 50-60dB(A) it may be appropriate to restrict night works to 3 consecutive nights, followed by 4 nights respite; where noise levels are greater than 60dB(A) restrict night works to 2 consecutive nights, followed by 5 nights respite;

• where reasonably practicable, substitute noisy plant or processes for quieter, lower impact alternatives such as: − bored piling or vibratory drivers as alternatives to impact piling; − hydraulic or chemical splitters as alternatives to impact rock breaking; and − electrical power instead of diesel or petrol;



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• ensure all plant is properly maintained e.g. silencers and enclosures are intact, rotating plants are balanced, loose bolts are tightened, frictional noise is reduced through lubrication; and cutting noise reduced through keeping cutting equipment sharp;

• check equipment brought to site to ensure it complies with specifications, either by noise assessment or by obtaining information from suppliers;

• operate plant so as to minimise noise impacts, e.g. use minimum power required to complete the task;

• avoid causing peak noise events by dropping equipment/materials from a height or into trucks. Where possible sound dampening material should cover the surfaces on to which any materials must be dropped and if this is not possible it is recommended that properly constructed chutes be used. Where machines are fitted with engine covers, these should be kept closed when the machine is in use;

• take care to site noisy equipment away from noise-sensitive areas. Plant known to emit noise strongly in one direction should, where possible, be orientated so that the noise is directed away from noise-sensitive areas;

• avoid leaving engines idling at the site unless absolutely necessary. Machines which are used intermittently should be shut down in the intervening periods or throttled down to a minimum;

• minimise the reversing of vehicles to reduce the noise from reversing signals;

• ensure that loaders and Bobcats fitted with articulated buckets are rubber lined at contact points, so that that noise levels are minimised during release of materials;

• plan truck movements to avoid residential streets where possible;

• ensure that tailgates are cleared and locked at the point of unloading;

• stiffen any loose panels to stop unnecessary vibration noise;

• avoid using vehicle warning devices (such as horns) as signalling devices;

• operate two way radios at the minimum effective volume, and avoid shouting or whistling at the site;

• when work is complete, minimise the noise of packing up plant and equipment and departing from the site.

4.0(a).2.1 Advanced Noise Mitigation Measures

In addition to the basic noise mitigation measures, the following measures should be considered where construction work is likely to have a significant impact on sensitive receivers over a long term period:

• where feasible, noise walls or architectural treatments that are to be incorporated into the final design can be constructed early, to screen sensitive receivers from construction noise;

• if practical noise sources should be enclosed. Acoustic enclosures (suitable for stationary activities such as jack-hammering, welding, drilling etc or fixed plant such as compressors or generators), can be made of 6 mm plywood or loaded vinyl sheeting on simple timber framing. The inside should be lined with 50mm of sound absorption



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material (e.g. perforated foil faced fiberglass) to prevent a build-up of reverberant noise within the enclosure, and there should be no gaps at joints or corners. Where enclosures are not practical, temporary acoustic screens may be used. Screens should be at least 2.1 metres high, should be constructed from a solid material weighing at least 10 kg/m2, and should be brought as close as possible to either the noise source or receiving location. The screen should have no air gaps or openings at joints, and care should be taken to ensure that a barrier does not transfer a problem from one receiver to another by reflecting noise.

• on site screening may be able to be undertaken by locating temporary structures such as site offices and other temporary buildings between the noise generating areas and the noise sensitive receptors.

4.0(a).3 Vibration procedure Vibration impacts can be separated into two categories, comprising levels at which the vibration might be felt to cause annoyance and concern (typically in the order of 0.35 – 0.5 mm/s), and levels at which building or infrastructure damage might occur. This operational instruction focuses on the effects of vibration on structures. However, the potential impacts of vibration on human health should be considered for major projects, and effort made to reduce vibration impacts wherever feasible. The Contract should specify that the Contractor is responsible for appropriate vibration management, including ensuring that construction activities do not cause vibration induced damage to structures or buildings located within or adjacent to the project site, and implementing a monitoring regime to enable post construction verification that the limits in Table 1A were not exceeded at all sensitive locations.

4.0(a).3.1 Vibration level targets

Table 1A presents the upper limits for ‘safe’ levels of ground vibration, ie vibration levels which will not result in structural damage. If vibration levels exceed these ‘safe’ limits, there is the potential for structural damage. There is no Australian Standard that provides recommended levels relating to structural damage and therefore the German Standard DIN 4150-3 “Structural Vibration Part 3 – Effects of vibration on structures” is a commonly used reference. The Standard adjusts the levels for different scenarios. For example, it is more stringent for dwellings than for commercial or industrial buildings. It is also provides guidance for heritage listed buildings and critical infrastructure. The levels in Table 1A have been established by the Standard such that no damage will occur up to the limits. The levels are considered conservative, i.e. vibration levels that exceed the limits will not necessarily translate into structural damage. The Standard defines damage to include cracks forming in plastered surfaces of walls, existing cracks in a building becoming enlarged, and separation of lightweight walls from load bearing walls. A dilapidation survey is therefore an important element in the assessment of vibration impacts and this is discussed in further detail in sections 5.2.3 and 5.4.1 of this Instruction.



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Table 4.0(a). 3(A): Vibration Level Targets - Damage to Structures (For infrastructure works adjacent to sensitive uses (based on DIN4150-3 “Structural Vibration Part 3 – Effects of vibration on structures”))

Structure Vibration velocity (PPV - mm/s) at frequencies less than 10Hz

Commercial, industrial and similar buildings 20 Dwellings and buildings of similar design and/or use 5 Structures sensitive to vibration and that have intrinsic value (eg heritage listed buildings without modern foundations) 3

Notes on Table 1A: • The frequencies of interest with respect to vibration are generally less than 10Hz, for which lower, more

stringent, targets apply. Where it is known that vibration at frequencies above 10Hz will be produced, reference should be made to DIN4150 for the relevant targets.

• In situations where it appears that a resonant response in a building element is occurring, then the above targets may need to be significantly reduced by up to 50%.

• The targets should be checked and met in each plane within the frequency band of interest. On the top floor of a multi-storey building, the target should be checked and met in the horizontal planes.

The German Standard DIN 4150-3 “Structural Vibration Part 3 – Effects of vibration on structures” also provides recommended levels relating to damage to underground pipework (built to modern standards) – see Table 1B. Whilst it is important to consider the potential effects of vibration on underground pipework, application of the levels in Table 1B is problematic due to difficulties in defining what is built to ‘modern standards’. Therefore, consultation with the owners of the pipework regarding ‘safe’ vibration levels is recommended. Table 4.0(a). 3(B): Vibration Level Targets - Damage to Underground Pipework (built to modern standards) (For infrastructure works adjacent to buried pipework (based on DIN4150-3 “Structural Vibration Part 3 – Effects of vibration on structures”))

Pipe material Vibration velocity (PPV - mm/s) Steel (including welded pipes) 100 Clay, concrete, reinforced concrete, pre-stressed concrete, metal (with or without flange)

80

Masonry, plaster 50 Notes: • The guideline targets are established by DIN4150 on the basis that pipes have been manufactured and

installed using current technology, methods and standards. If working in the vicinity of pipework not built to modern standards or with a history of failure, the limits in the table should not be used, and the works adjusted to accommodate the particular installation standard.

• The above targets do not apply where there are mechanical processes within the ground, or where the pipes junction with other structures. Specific targets should be developed for these circumstances. DIN4150 notes that the values in Table 1A (sensitive structures) can be applied to gas and water pipework within 2m of a building and to drain pipes generally.

• The measurements should ideally be performed on the pipes, exposed only at the point of measurement. Insulation or wrapping should be removed and a flat heavy base used.

4.0(a)3.2Establishing the expected vibration levels and risk of damage

Ground vibration can result in damage to structures, including buildings as well as underground pipework. In order to predict whether there is potential for vibration-induced



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damage, the location and distance to structures (particularly heritage-listed structures) should be mapped in relation to the construction works. Once the distance to nearby structures is known, Appendix B can then be used to determine potential vibration levels at these structures during various construction activities. It is important to recognise that vibration levels are influenced by the local site and geographical conditions. Therefore the levels in Appendix B are only approximate, and may need to be verified through pre-construction monitoring.

4.0(a).4Typical Noise Levels from Construction Activities The following Construction Noise Levels are generalised values of construction machinery and equipmentthat have either been collected during monitoring of various construction works, or taken from Australian Standard 2436.

Table 4.0(a). 4(A) Typical Noise Levels from Construction Activities Noise Generating Activity

Description Type/ Model Plant Sound Pressure Level dB(A)

7m 20m 50m 100m 200m

L eq

(15m

in)

L max

L eq

(15m

in)

L max

L eq

(15m

in)

L max

L eq

(15m

in)

L max

L eq

(15m

in)

L max

Corridor Clearing

Removal of vegetation by chainsaw and chipping by tub grinder. Tree & stump removal. Topsoil stripping. Loading.

Small Bulldozer 90 93 81 84 73 76 67 70 61 64 45t Tracked Excavator 83 90 74 81 66 73 60 67 54 61 4-5hp Chainsaw 89 92 80 83 72 75 66 69 60 63 40-50hp Tub Grinder &Mulcher 91 95 82 86 74 78 68 72 62 66 Front End Loader 88 90 79 81 71 73 65 67 59 61 50t Dump Truck - loaded 76 90 67 81 59 73 53 67 47 61 50t Dump Truck - unloaded 83 90 74 81 66 73 60 67 54 61 Cherry picker 80 71

Bridges (Bored not piled)

Casting; concrete pours; placement of pre-cast elements; bored piling; and demolition.

Bored Piling Rig 89 92 80 83 72 75 66 69 60 63 Power Pack 78 80 69 71 61 63 55 57 49 51 Mobile Crane 88 91 79 82 71 74 65 68 59 62 Concrete Pump 80 84 71 75 63 67 57 61 51 55 Concrete Vibrator 78 80 69 71 61 63 55 57 49 51 Welding Equipment 80 85 71 76 63 68 57 62 51 56 45t Tracked Excavator 83 90 74 81 66 73 60 67 54 61 Pneumatic Jackhammer 88 90 79 81 71 73 65 67 59 61 Concrete Truck 84 85 75 76 67 68 61 62 55 56 Delivery Truck 83 88 74 79 66 71 60 65 54 59

Bridges (Piling) Casting; concrete pours; placement of pre-cast elements; driven piling; and demolition.

Piling Rig 91 113 82 104 74 96 68 90 62 84 Power Pack 78 81 69 72 61 64 55 58 49 52 Crane 88 90 79 81 71 73 65 67 59 61 Concrete Pump 80 84 71 75 63 67 57 61 51 55 Concrete Vibrator 78 80 69 71 61 63 55 57 49 51 Welding Equipment 80 85 71 76 63 68 57 62 51 56 45t Tracked Excavator 93 96 84 87 76 79 70 73 64 67 Pneumatic Jackhammer 88 90 79 81 71 73 65 67 59 61 Delivery Truck 83 88 74 79 66 71 60 65 54 59 Concrete Truck 84 85 75 76 67 68 61 62 55 56

Earthworks & Excavation of soil Small Bulldozer 90 93 81 84 73 76 67 70 61 64



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Noise Generating Activity

Description Type/ Model Plant Sound Pressure Level dB(A)

7m 20m 50m 100m 200m

L eq

(15m

in)

L max

L eq

(15m

in)

L max

L eq

(15m

in)

L max

L eq

(15m

in)

L max

L eq

(15m

in)

L max

Drainage and rock. Hammering/rock breaking, drilling, loading, and haulage.

Large Bulldozer 92 95 83 86 75 78 69 72 63 66 Scraper 85 98 76 89 68 81 62 75 56 69 45t Tracked Excavator 83 90 74 81 66 73 60 67 54 61 Line Driller 89 99 80 90 72 82 66 76 60 70 Grader 85 90 76 81 68 73 62 67 56 61 Vibratory Roller 84 85 75 76 67 68 61 62 55 56 Spreader 70 70 61 61 53 53 47 47 41 41 Vibratory Rammer 83 83 74 74 66 66 60 60 54 54 Vibrating Plates 76 90 67 81 59 73 53 67 47 61 Dump Truck 83 90 74 81 66 73 60 67 54 61 Road Truck 83 88 74 79 66 71 60 65 54 59 Compactor 88 90 79 81 71 73 65 67 59 61 Water Cart 82 83 73 74 65 66 59 60 53 54

Pavement Concrete batching. Delivery of raw materials. Placement of surface. Saw cutting.

Profiler 89 93 80 84 Batch Plant 91 90 82 81 74 73 68 67 62 61 Paver 89 91 80 82 72 74 66 68 60 62 Road Truck 83 88 74 79 66 71 60 65 54 59 Concrete Vibrator 78 80 69 71 61 63 55 57 49 51 Compactor 88 79 Asphalt Truck/Sprayer 81 81 72 72 64 64 58 58 52 52 Roller 82 88 73 79 65 71 59 65 53 59 Concrete Saw 93 93 84 84 76 76 70 70 64 64 Generator 78 81 69 72 61 64 55 58 49 52 Backhoe 79 83 70 74 62 66 56 60 50 54 Pneumatic Tyred Roller 86 86 77 77 69 69 63 63 57 57

Rail construction Cutting of rail,loading and tampingballast

Compound blade friction sawi 79 81 Oxy cutting of rail 59 73 Loader loading ballast (Volvo L90E with BBS-Tek reversing beepers) 72 83

Loader moving with full bucket 67 70 Loader dumping and flattening ballast 66 76 Regulatorii 88 90 Tamping 72 90

Miscellaneous Movable lighting 60 60 Generator1 60 60 Hand tools (electric) 77 68 Hand tools (pneumatic) 91 82 Gritblaster (grit & nozzle air noise) 104 95

• 1Noise levels are measured in front of the process. Noise reduces by approx 4dB(A) if behind the process. A 1.5m barrier can provide 15 dB(A) reduction.

• 1The main source of noise is the ballast contacting the bin. Noise levels can be reduced if the regulator has a lined bin. • 1A 1.5m barrier can provide 10dB(A) reduction.



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4.0(a).5 Typical Vibration Levels from Construction Activities Vibration levels are influenced by the actual operating condition of the plant and equipment being considered and the local site and geographical conditions. Therefore, this table should be used for indicative purposes only. Vibration level monitoring in the vicinity of a site in accordance with this Operational Instruction should be used in lieu of this table for construction works where vibration might occur.

Table 4.0(a). 5(A) Typical Vibration Levels from Construction Activities Activity Typical Levels of Ground Vibration Order of

distance to achieve damage targets

Vibratory Rollers 1.5mm/s at 25m Higher levels could occur at closer distances depending on local conditions and the roller operation. For a heavy roller, it is expected that damage will not occur with a minimum 12m buffer to the foundations of a standard residential building.

12m

Hydraulic Rock Breakers (levels typical of a large rock breaker in hard sandstone)

4.5mm/s at 5m 1.3mm/s at 10m 0.4mm/s at 20m 0.1mm/s at 50m

10m

Compactor 20mm/s at 5m 2mm/s at 15m 0.3mm/s at 30m

15m

Excavators 0.2mm/s at 40m 15m

Ballast Tamping 6mm/s at 3m 2mm/s at 10m

10m

Truck traffic (over maintained road surfaces)

0.2mm/s at 10m 5m

Truck traffic (over irregular surfaces)

2mm/s at 10m 10m

Impact pile driving / removal

≤ 15 mm/s at distances of 15 m ≤ 9 mm/s at distances greater than 25 m Typically below 3mm/s at 50m Significant changes to the vibration levels can occur based on the soil conditions and the driving energy of the hammer

50m

Continuous Flight Auger (CFA) piling

Negligible vibration at distances greater than 20 m from the piling

Bored piling Negligible vibration at distances greater than 20 m from the piling

Bulldozers 2mm/s at 5m 0.2mm/s at 20m

10m

Air track drill 5mm/s at 5m 1.5mm/s at 10m 0.6mm/s at 25m 0.1mm/s at 50m

10m

Jackhammer 1mm/s at 10m 10m

• 1Noise levels are measured in front of the process. Noise reduces by approx 4dB(A) if behind the process. A 1.5m barrier can provide 15 dB(A) reduction.

• 1The main source of noise is the ballast contacting the bin. Noise levels. A detailed noise and vibration assessment of the proposed construction activities, including blasting if required, would be undertaken as part of design development and would include the investigation of the potential need for reasonable and feasible mitigation in accordance with relevant policies and guidelines



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During construction, attended measurements would be undertaken at the commencement of rock breaking activities to confirm the magnitude of the ground-borne noise emissions in the Hills Centre for Performing Arts. Alternative construction methods such as smaller rock breakers, the use of rock saws or implementation of respite periods would be considered to minimise noise impacts, and implemented where reasonable and feasible. Attended vibration monitoring would be undertaken at the nearest residential buildings during high vibration activities to ensure vibration levels remain below safe limits. Noise attenuation measures would be implemented where reasonable and feasible on tunnel ventilation equipment and other items of fixed plant (e.g. pumps, water treatment plant, diesel generators) that would be required to operate on a 24 hour per day, seven day per week basis in support of the underground works (e.g. ventilation fan enclosures and silencers, and additional enclosures and silencers for diesel generating equipment). At each site the combined Laeq noise from the operation of this equipment would aim to not exceed the rating background level at nearest residential receivers. All work and activities must be undertaken in a manner that will minimise noise and vibration impacts on sensitive receivers. Table 8 identifying the levels at which adverse response to vibration might occur. Table 4.0(a). 5(B): Vertical Vibration Levels with "Low Probability of Adverse Comment" 8Hz to 80Hz at Residential Office, schools, places of worship Workshop. Building type Peak floor vibration

(Daytime) Peak floor vibration (nighttime)

Residential 0.3 mm/s - 0.6mm/s 0.21 mm/s Office, schools, place of worship

0.6 mm/s 0.6mm/s

Workshop 1.2 mm/s 1.2 mm/s

Table 4.0(a). 5(C): Recommended Safe Working Distance for Vibration Intensive Plant PLANT ITEM RATING/DESCRIPTION INDICATIVE WORKING DISTANCE Cosmetic damage

(BS7385) Human response (DEC Vibration Guideline)

Vibratory roller < 50kN (Typically 1-2 tonnes) 5m 15 m to 20m < 100 kN (Typically 2-4 tonnes) 6 m 20 m

< 200 kN (Typically 4-6 tonnes) 12 m 40 m

< 300 kN (Typically 7-13 tonnes) 15 m 100 m

> 300 kN (Typically 13-18 tonnes) 20 m 100 m

> 300 kN (> 18 tonnes) 25 m 100 m

Small Hydraulic Hammer (300 kg -5 to 12t excavator) 2 m 7 m Medium Hydraulic Hammer (900 kg -12 to 18t excavator) 7 m 23 m Large Hydraulic Hammer (1600 kg -18 to 34t excavator) 22 m 73 m Vibratory Pile Driver Sheet piles 2 m to 20 m 20 m Pile Boring 800 mm diameter 2 m (nominal) N/A Jack hammer Hand held 1 m (nominal) Avoid contact with

structure

4.0(a).6 Potential Construction Noise and Vibration Impacts The major sources of noise during construction are potentially from outdoor construction equipment



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as part of the installation of plant and equipment, earthworks and from truck deliveries during each phase of construction, as outlined in EMP. The construction activities may vary from relatively low intensity to medium intensity during times of peak activity. The distance from construction activities to any residential areas is such that there would be a minimal noise impact on the receivers. Despite the low potential for construction noise being discernable in receiver areas, should construction activities be considered to have affected receiver areas, residents will be notified through the existing community consultation processes and invited to make contact through the community enquiry line if the effects were considered unacceptable. Development Consent to undertaken pile driving and blasting activities. Blasting activities will not be required to complete the scope of works. Pile driving will take place for the wharf construction and specific noise monitoring will be undertaken at the commencement of this activity. Appropriate actions will be implemented dependent on the outcomes of the monitoring. The construction activities of pile driving and the use of vibration compactors will generate ground vibration. The EA concluded that the damage and annoyance risk to all residential receivers is negligible -as the nearest dwellings are well beyond 180 m. Similarly, the damage risk to the nearest commercial and industrial receivers are considered minimal as the nearest buildings and mechanical plant (assumed operating) is beyond 12 metres. The risk of annoyance to the occupants of offices and workshops is also considered minimal based on distance at all but the very nearest adjacent industrial neighbours (i.e. the KBF Administrative Building), where vibration monitoring and short term piling energy management may be required during piling activities to achieve compliance with the relevant criteria. 4.0(a).7 Construction Hours Construction activities which are audible at any residential premises will be limited between 7.00 am and 6.00 pm seven days a week. This requirement does not apply in the event of a direction from police or other relevant authority for safety or emergency reasons. Construction activities which are inaudible at residential receivers may be undertaken 24 hours per day 7 days per week (refer to Condition 2.7 of the 120 Mtpa Project Approvals). 4.0(a) .8 Receiver Areas a. Residential Receivers

The potentially most affected residential receivers and key noise monitoring locations are listed in Table 2.1. Construction activities will be undertaken across the whole site, as such, the potential noise impacts, whilst assessed as minimal, may affect receiver areas differently dependent on the nature of the particular construction activity and location within KCT site.

Table4.0(a). 8(A) -Residential Receivers

Receiver Area ID Key Noise Monitoring Locations b. Industrial Receivers



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The potentially most affected industrial receivers are listed in Table 2.2. Where a noise contribution can‘t be measured at an industrial receiver, measurements may be conducted at a representative location at a similar distance or at a closer proximity to the construction site so that the contributed noise level can be calculated.

Table4.0(a). 8(B) -Industrial Receivers Receiver Area ID Key Noise Monitoring Locations 4.0(a) .9 Construction Vibration Criteria a. Residential, Industrial and Structural Assessment Criteria German Standard DIN 4150-3 1999 – Structural Vibration Part3: Effects of Vibration on Structures“ provides guideline criteria for evaluating the short and long-term effects of vibration on structures which provides guideline building vibration levels associated with a low probability of annoyance from occupants. The range of applicable damage and annoyance risk vibration velocity criteria are discussed in the construction stage is summarised in following Table.



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Table4.0(a). 9(A) -Vibration Velocity Damage and Annoyance Risk Criteria, (mm/s) Receiver Type Damage Risk (mm/s) Annoyance Risk (mm/s) Horizontal Vertical Horizontal Vertical Residential/Dwellings 15 5 1.2 0.45 Commercial/Offices 40 20 1.6 0.6 Industrial/Workshops 40 20 3.2 1.2 Mechanical (On/Off)1 20/5 20/5 - - Electronic/Computers 5 5 - - Subsurface/Pipework 50-100 50-100 - - Note 1: Use of machinery on/use of machinery off.

4.0(a).10 Construction Noise and Vibration Management and Control In addition to the ongoing implementation of the Continuous Noise Improvement Program, noise and vibration monitoring will be carried out in accordance with the Construction Noise and Vibration Management Sub Plan. Monitoring will be carried out on the construction area perimeter and in other locations, and will assess construction and background noise and vibration to confirm compliance with prescribed limits. Due to the nature of the construction activities, monitoring will be carried out to focus on the specific task being undertaken, and will change according to the location of construction activities. Where there is a potential for prolonged or intermittent activity to be reasonably detected at residential areas (but still be within prescribed limits) the need to liaise with affected residents will be implemented by HSIIDC. HSIIDC is committed to the management of potential noise impacts on receiver areas as a result of construction activities at Rai IE. As such, all construction activities will be undertaken to comply with the relevant construction noise criteria outlined in Section 2.3. The specific activities and controls that will be implemented to control construction activities to within the relevant criteria include all equipment used on site is maintained to achieve optimum noise attenuation performance. Prevent modifications that could potentially increase the noise emitted from exhaust systems of equipment utilised on site. Awareness of climatic conditions such as temperature inversions or unfavourable wind directions, which may enhance off site noise propagation. Ensure that horns and other signalling devices (reversing beepers) fitted to construction vehicles to provide a danger warning, and are not able to audible off site. Adjust work hours to suit the activity and the prevailing background levels and weather conditions. 4.0(a). 11 Compliance with rapid-EIA recommendations Construction Noise Monitoring. Operator-Attended Noise Surveys Operator-attended noise measurements will be conducted to quantify the contributed level of noise emissions from construction operations as well as the overall level of ambient noise. The time and location of these surveys will be determined by the particular construction activity and it location to the relevant receivers. The operator shall quantify and characterize the LAeq(15minute) intrusive noise level from construction operations over a 15 minute measurement period. In addition, the operator shall quantify and



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characterize the overall levels of ambient noise (i.e. LAmax, LA1, LA10, LA50, LA90, and LAeq) over the 15 minute measurement interval. In some instances, it may be difficult to measure the intrusive construction noise over a full 15 minute period in the presence of other noise sources. In such instances, the LAeq(15minute) noise levels may be measured at a point between the source and receiver, and calculated back to the receiver. Monitoring Locations and Intervals At the commencement of pile driving continuous vibration monitoring measurements will be conducted at the nearest industrial/commercial building on IE site. In some instances, it may be difficult to measure continuous vibration levels in the presence of other ambient sources (i.e. traffic vibration). In such instances continuous vibration may be measured in radial alignment from source to receiver and calculated back to the receiver. Continuous vibration monitoring procedures employed throughout the monitoring programme will be guided by the requirements of German Standard DIN 4150-3 1999 —Structural Vibration Part3: Effect of Vibration on Structures. Near field Noise Measurement Requirements In addition to identifying the source(s) of excessive noise emission level, any potentially excessively noisy item(s) of plant and equipment will be measured, assessed and mitigated where appropriate. Daytime Construction (7.00 am to 6.00 pm) Operator attended noise measurements shall be conducted during daytime construction campaigns (for each type of construction activity) at selected Industrial boundary locations (or other noise-sensitive locations) relevant to the construction operations at the time of monitoring, to determine if construction noise is audible. In the event that construction noise is not audible at the selected IE industrial boundary monitoring locations, it will be determined that construction noise from that type of activity would also be inaudible at the residential receiver areas and therefore in compliance with the construction noise criteria. It is envisaged that once compliance has been determined for a particular type of activity and location, that no subsequent monitoring of that activity would be required. In the event that construction noise is audible and can be quantified at the selected IE industrial boundary monitoring locations, additional noise monitoring will be conducted at relevant key monitoring locations at the potentially most affected receiver locations. The selection of the key monitoring locations will be relevant to the construction operations at the time of monitoring, in order to quantify noise emissions and estimate the LAeq(15minute) intrusive noise level from the construction. The operator shall quantify and characterise the maximum (LAmax), LA10, and background (LA90) noise levels from ambient noise sources and construction operations over a 15 minute measurement period. Out of Hours Construction (10.00 pm to 6.00 am) Evening and night time construction noise will be monitored at selected key monitoring locations in the potentially affected residential receiver locations (or other noise-sensitive locations) relevant to the construction operations at the time of monitoring, in order to quantify the audibility of construction activities.



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Noise Control: Care should be taken to reduce noise generated during construction. Use of well-maintained machinery and vehicles could considerably help in this matter. Work-shops and such other facilities, which are also source of noise, may be located away from residential roads. The workshop is a small repair facility to assist day-to-day maintenance. It will not have any noise generating heavy machinery. In the utility buildings with modern chillers and blowers, with reduced noise levels, will be used. Silent DG sets will be installed within the utility building. Indigenous trees will be planted around the utility building for further damping of noise during operation phase. Blasting if done will be limited to the bare minimum, especially at the exposed areas such breaking big stones as entry portal and should be avoided if possible. Resorting to other methods may help avoiding the disturbances likely from blasting. Blasting work close to the surface may affect dwelling species and cause stress to them. The number of blasts should be minimised and temporally spaced out to reduce the reverberations. Also, sophisticated drilling and blasting techniques may be adopted which would save time, resources and protect environment as well. Blasting and such activities may be avoided near by the open area during dawn, dusk and night. Well planned faster execution of construction phase would reduce the impact on environment very much. Controlled blasting will be adopted in the initial reaches to dampen noise and vibrations. 4.0(a). 12 Vibrations: Blasting to be carried out for excavation of associated components, underground is likely to cause low vibrations. However, it is likely to be much low because of the overburden of hard rocks and soils, except in the case of the initial sections of the tunnels. Nevertheless, PP may undertake ground vibration monitoring study during actual execution of the project along with other rock mechanics and instrumentation studies as done in similar underground project already commissioned nearby. The ground vibration may be measured continuously during blasting operations for all the major components of the project. Appropriate blasting pattern and modern blasting techniques based on the actual site geology, may be adopted such that vibration due to the blasting is the minimum.



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Figure-14: The particle velocity (m/s) as a function of rock covers (in m)

4.0(a). 13 Revision, Control and Amendment of this CNVMP: Revisions to this sub-plan will be made as required in accordance with the CEMP and the Environmental Management System (EMS). Revision may occur in the event of: • significant proposed changes to the work that is being carried out; • new activities on-site that create additional Noise and or vibration impacts; • changes in environmental risks or evidence the risk assessment is no longer valid; • any additional ancillary facilities or compounds being required/established as part of the

early works; • any incident with potential or actual major consequences; and • any audit findings.

Changes may occur to the Project or legislative and other requirements prior to completion of the IE Project. If this occurs it may be necessary for the CEMP and sub-plans to be reviewed and revised as appropriate by the Environmental Manager (EM), and/ or Environmental Consultants.

Estimated particle velocities are shown in the figure. For example, at the forest boundary (500 m from the blast site) it is approximately 3.4 mm/s and on the gate near peak above (2210 m from portal) it is approximately 0.5mm/s. Requirements: Air blast overpressure generated by blasting associated with the rocks shall not exceed the criteria specified below when measured at the most affected residence or other sensitive receiver.

Table4.0(a). 13(A): Air blast overpressure criteria Airblast overpressure Allowable exceedence

Rock Cover (meters)

Figure1: The particle velocity (m/s) as a function of rock covers (in m).



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(dB(Lin Peak)) 115 5% of total number of blasts over a 12 month period 120 0% Ground vibration generated by blasting shall not exceed the criteria specified below when measured at the most affected residence or other sensitive receiver.

Table4.0(a). 13(B): Peak particle velocity criteria Receiver Peak particle velocity (mm/s) Allowable exceedance Residence on privately owned land

5 5% of total number of blasts over a 12 month period

10 0% Historic heritage structures

3 0%

4.0(a). 13 CLASSIFICATION RANGES FOR MACHINES For the valuation of machines and equipment in the ISO 2372 and VDI 2056, four different kinds of machine groups with four classification ranges and their limits for vibration severity (mm/s) are determined.

Table4.0(a). 14(A): The classifications for each machine group are specified as follows: Small machines, especially production electrical motors of up to 15 KW (Group K) Good 0 to 0.71 mm/s Acceptable 0.72 to 1.80 mm/s Still permissible 1.81 to 4.5 mm/s Dangerous >4.5 mm/s

Medium sized machines, especially electrical motors with 15 up to 75 KW output, without special foundations (Group M)

Good 0 to 1.12 mm/s Acceptable 1.13 to 2.80 mm/s Still permissible 2.81 to 7.1 mm/s Dangerous >7.1 mm/s

Large machines on heavy foundations (Group G) Good 0 to 1.80 mm/s Acceptable 1.81 to 4.50 mm/s Still permissible 4.51 to 11.2 mm/s Dangerous >11.2 mm/s

Largest machines and turbo machines with a special foundations ( Group T) Good 0 to 2.80 mm/s Acceptable 2.81 to 7.10 mm/s Still permissible 7.11 to 18.0 mm/s Dangerous >18 mm/s

Table4.0(a). 14(B): Ground Vibration Effects Summary (David Siskind, 2000: Vibration from Blasting International Society of Explosives Engineers)

PPV (in/s) PPV (mm/s) Vibration Effects0.001 0.0254 Quiet background 0.01 0.254 Threshold of human perception for steady-state Vibration (physical)



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0.03 0.762 Traffic at 50 ft (16 m) 0.03 0.762 Noticeable houses rattling and response from vibration 0.06 1.524 Threshold of human perception for transient vibration (physical) 0.10 2.54 Truck traffic on bumpy road at 50 feet (16 m) 0.18-0.32 4.572-8.128 Train at 20 feet 0.30 7.62 Pavement breaker at 30 feet 0.50 12.70 Lowest threshold for plaster creak extension in house 0.50 12.70 Lowest USBM safe vibration criteria (USBM RI-8507, for low frequencies) 0.50 12.70 Typical household environment from inside activities and natural forces of

wind, temperature and humidity 0.70 17.78 ANSI limit for human comfort: steady state vibration (S-3.18-1979) 0.75 19.05 Strictest federal to protect homes from cosmetic cracking from surface coal

mine blasts (OSM, for distances >5,000ft) 0.79 20.066 Lowest level for an observed crack extension in wallboard (RI8507) 1.00 25.40 Federal limit to protect homes from cosmetic cracking from surface coal mine

blasts (OMS, for distances of 301 to 5,000ft) 1.20 30.48

Response of house superstructure from 62-mph wind (BOCAcode, 10 psf) 1.25 31.75 Federal limit to protect homes from cosmetic cracking from surface coal mine

blasts (OMS, for distance < 300 ft) 2.00 50.80 USBM recommendation for safe blasting from 1962 and 1971 (RI 5968 and B

656) 2.00 50.80 Most state,s limit for protecting homes from blasting 2.00 50.80 Safe-level criteria for cosmetic cracking in homes from high-frequency blasts,

such as construction (USBM RI 8507) 2.00 50.80 ANSI limit for human health: Steady state vibration (S-3.18-1979) 2.00 50.80 Highest vibrations generated inside homes by walking, jumping , slamming

doors, etc. 4.00 101.6 ANSI limit for human health: steady-state vibration (S-3. 18) 5.00 127.0 Vibration tolerance for buried utilities including wells and pipelines 5.00 127.0 Lowest vibration for masonry vibration cracking from blasting 10.0 254.0 Threshold for cracking of mass concrete 12.0 304.8 Damage threshold for underground works The relevant German standard is DIN 4150: Part 3. This standard provides guidelines for short-term and steady-state structural vibration. For short-term vibration in buildings the limits are listed in following Table.

Table4.0(a). 14(C): Guideline Values of Vibration Velocity, vi, for Evaluating the Effects of Short-term Vibration. Source: DIN4150:

Structural type Vibration velocity, in mm/s Foundation Plane of floor of uppermost full

storey Less than 10 Hz

10-50 Hz

50-100 Hz

Frequency mixture

Commercial, Industrial or similar

20 20-40 40-50 40

Dwelling or similar 5 5-15 15-20 15 Particularly sensitive 3 3-8 8-10 8 Table4.0(a). 14(D): DGMS prescribed permissible limit of ground vibration (INDIA) Type of structures Dominant excitation frequency, Hz



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< 8Hz 8-25Hz >25Hz (a) Buildings/structures not belong to the owner 1. Domestic houses/structures (Kuchcha, bricks & Cement)

5 10 15

2. Industrial building 10 20 25 3. Objects of historical importance & sensitive Structures

2 5 10

(b) Buildings belonging to the owner with limited span of life 1. Domestic houses/structures 2. Industrial buildings

10 15

15 25

20 50

Table4.0(a). 14(E): Indian Standard Institution (1973)

Soil, weathered or soft conditions 70 mm/s Hard rock conditions 100 mm/s

Table4.0(a). 14(F): CMRI Standard (Dhar et al, 1993) Type of structures PPV(mm/s)

<24 Hz >24 Hz Domestic houses, dry well interior, construction Structures with plasters, bridge

5.0 10.0

Industrial buildings, steel or reinforced concrete structures 12.5 25.5 Object of historical importance, very sensitive Structures, more than 50 years old construction and Structures in poor state condition

2.0 5.0

4.0(a). 15 Continuous Vibration Monitoring Equipment Vibration monitoring instrumentation will be employed to meet the following primary specifications presented in Table . The instrumentation will be installed, operated and maintained by suitably qualified or trained personnel. The instruments will carry current NABL or manufacturer calibration certificates.

Table4.0(a). 15(A): -Vibration Monitor Primary Specifications Specification Seismic

Sample Rate Minimum 1024 samples per second per channel

Frequency Response 2 Hz to 250 Hz (3 dB points)

Resolution 0.016 mm/s

Range 0.1 mm/s to 254 mm/s

Accuracy 3% at 15 Hz

Recording Mode Full Waveform and Histogram recording with archiving 4.0(a). 16 Noise Monitoring Equipment All acoustic instrumentation employed throughout the monitoring program will comply with the requirements of BIS Sound Level Meters and NABL or manufacturer calibration certificates. The instrumentation will be operated and maintained by suitably qualified or trained personnel. All instrumentation will be programmed to record continuously statistical noise level indices in 15 minute intervals including the LAmax, LA1, LA10, LA50, LA90 and LAeq. Instrument calibration shall be conducted before and after each measurement survey, with the variation in calibrated levels not to exceed±0.5 dB. All noise measurement results will be accompanied by both qualitative descriptions



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(including cloud cover) and quantitative measurements of the prevailing local weather conditions throughout the survey period. iNoise levels are measured in front of the process. Noise reduces by approx 4dB(A) if behind the process. A 1.5m barrier can provide 15dB(A) reduction iiThe main source of noise is the ballast contacting the bin. Noise levels



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4.0(b) PUBLIC CONSULTATION 4.0(b) 1. Purpose of Public Consultation Public consultation is an integral part of any project undergoing prior EC. Public consultation is the process by which the concerns of local affected persons and others who have reasonable stake in the environmental impacts of the project or activity are ascertained. The projects that comes in the Category ‘A’ or ‘B1, activities shall undertake Public Consultation as per the provisions of EIA notification 14 Sep. 2006.

The application was submitted to Haryana State Pollution Control Board by PP alongwith the EIA report, executive summary in Hindi, and English for its wide circulation. Notice for Public

Figure -15: Copy of Public Hearing Notice published in TOI



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Hearing (shown above fig. 5.1(a)) was published in the Local and National News Papers for the for the information of General Public, stake holders, residents, villagers, panchayats, Industrial unit owners, educational institutions, NGO’s , etc. The general norms for conducting PH are given below:

• public hearing at the site or in its close proximity-district wise, to be carried out in the manner prescribed in Appendix IV, of EIA notification 2006 for ascertaining concerns of local affected persons

• obtaining responses in writing from other concerned persons having a plausible stake in the environmental aspects of the project

• Public hearing shall be conducted by the State Pollution Control Board (SPCB) in a fair manner.

• The proceedings are forwarded to the regulatory authority concerned within 45 days. • Use other appropriate media for ensuring wide publicity about the project. • Final EIA report shall be submitted by the applicant to the concerned regulatory

authority for appraisal. 4.0(b) 2. Proceedings and response given by PP Proceeding of public hearing held under provisions of EIA notification dt. 14.09.2006 and (amended to date) for Environment Clearance of Industrial Estate, Rai, Sector-38 Phase-II & 39, under Sonipat Kundli development plan-20, District Sonepat (Haryana) on 07.11.2013 at Sector-38, Phase-II, Near village Jatheri, Distt. Sonepat. The proceedings of the public hearing conducted under chairmanship of Sh. S.B. Lohiya Additional Deputy Commissioner (District-Sonepat) and coordinated by Regional Officer, HSPCB at the project site Rai, District: Sonepat, Haryana at 10.30 hours on 07.11.2013 regarding environmental clearance notified by the MoEF, Govt. of India, New Delhi vide notification No. TOR No. 21-1046/2007-IA-III on the proposal submitted by Mr. Mukesh Gupta, Asstt. General Manager (IA)- HSIIDC for Industrial Estate, Sector-38, Phase-II & 39, Rai, Sonepat, Haryana. _____________________________________________________________________________ Public Hearing Notice for Industrial Estate, Sector-38 (Phase-II) & 39, Rai was published in the local & reputed daily newspapers in local language (Hindi) and English by Haryana State Pollution Control Board for information regarding the public hearing and about the places/officers, where they could access the draft EIA report and its executive summary (Hindi & English versions) report, before the said hearing for the proposed Industrial Estate project in an area of 343 (Hect.) at Rai, Sonipat. It was conducted as per the directions of Environmental Appraisal Committee, MoEF, New Delhi under the provisions of Environment Protection Act, 1986 and EIA notification No. S.o. 1533 (E) dated 14.09.2006 and amended 3067 (E) dated 01.12.2009. The public hearing of aforesaid project was held under the Chairmanship of Additional Deputy Commissioner, Sonepat at the project site Industrial Estate, Sector-38, Phase-II, & 39, Rai, District Sonepat, Haryana. 4.0(b) 3. PROCEEDINGS OF PUBLIC HEARING Environmental Clearance (EC) Industrial Estate at Sector-38 (Phase-II) & Sector-39, Rai,

District Sonepat, Haryana of H.S.I.I.D.C. Area: 343 ha. (MoEF-TOR No.-21-1046/2007-IA-III)

Date of public Hearing November 7, 2013 at 10:30 hrs



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Venue of Public Hearing Sector-38, Phase-II, Near Jatheri Village, Jatheri Road, Rai, District Sonepat, Haryana.

Organizer Haryana State Pollution Control Board, Regional Office, Sonepat Region.

Project Proponent Haryana State Industrial and Infrastructure Development Corporation Limited (HSIIDC), C-13-14, Sector-6, Panchkula (Hr.).

Name and designation of Presiding officers and respondents

1. Chairman:- Sh. S.B. Lohia, ADC, Sonepat 2. Sh. Suresh Kumar, District Revenue Officer (DRO), Sonepat 3. Sh. H.S. Sharan, DDPO, Sonepat 4. Sh. Nirmal Kashyap. Regional Officer (RO) HSPCB 5. Sh. Mukesh Gupta, AGM, HSIIDC (Project Proponent) 6. Sh. Devender Pal, District Town Planner (DTP/HSIIDC) 7. Sh. Shailender Arora, AEE, HSPCB, Sonepat 8. Sh. K.S. Goyat, Joint Director, DIC, Sonepat 9. Sh. Sunil Dutt Paliwal, Estate Manager, HSIIDC, Rai 10. Sh. Ishwar Chand Balan XEN (E), HSIIDC, HQ, Panchkula

(List Attached as Annexure-A) Environment Consultant Shriram Institute for Industrial Research

19, University Road, Delhi-110 007Consultant Team 1. Dr. V.K. Verma, Joint Director (Head of Division)

2. Dr. Mukesh Garg, Asstt. Director & Chief (EC & FAE) 3. Mr. Rajneesh Sharma, Scientist-C (FAE)

List of Public/Villagers attended Public Hearing is attached as Annexure-B. Details of public hearing proceedings: The proceedings of the public hearing were initiated by Sh. Nirmal Kashyap, Regional Officer, HSPCB with welcome note to the officers / staff and the group of people attended the hearing. He informed about the requirement of the Public Hearing being held under the provisions of EIA Notification Dt. 14.09.2006, amended to date and about the project and role of Haryana State Industrial & Infrastructure and Development Corporation (HSIIDC) for the development of Industrial Estate, Sector-38, Phase-II & 39, Rai on the Area (343 ha), District. Sonepat, Haryana. After taking due concurrence from Worthy Additional Deputy Commissioner, Distt. Sonepat, the Regional Officer, HSPCB Sonepat invited Project Consultants to present the findings of Project in Hindi. Dr. V.K. Verma, supported by his team Dr. Mukesh Garg and Mr. Rajneesh Sharma of Shriram Institute for Industrial Research, Delhi presented the highlights of EIA/EMP for the development of proposed HSIIDC site. Project consultants explained in detail the salient features of the environment aspects/impacts and their effective management of the proposed HSIIDC project so as to minimize negative impacts and enhance positive impacts as given in the report/executive summary/form-1 etc. 4.0(b) 4. The Project Consultant welcomed all participants and describe the salient features of project as:- The aforesaid proposed project area is 343 ha, at Rai, District – Sonepat, Haryana by Haryana State Industrial Infrastructure and Development Corporation (HSIIDC) has been placed under 7 (c) category – B of Industrial Estate Project under EIA Notification of MoEF. Basic infrastructure such as land, road/drainage network, water and power supply, CETP facilities will



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be provided by HSIIDC to successful entrepreneurs to develop non-polluting industries among the list of industries recommended by HSIIDC. He explained importance of public hearing, project & salient features, and project benefits for the people under employment generation, R & R policy, CSR and EIA/EMP of project through slide presentation. Successful entrepreneurs will setup industries among the list of non-polluting industries of green and orange types and separate environment clearance will be required for other types of industries. He clearly stated this forum is opened for one and all to give their views, comments, suggestions and grievances and appropriate action will be taken for their redressal for making healthy environment for the people of Rai, Distt. Sonepat. He further assured that all the queries raised by public will be put further to MoEF. Appropriate action will be taken up as per the prevailing guidelines. Project benefits: - The objectives of the afore-mentioned proposed project are the following:-

1. This project will help improve industrialization in the state as well as in country also. 2. This project will bring improvement in the social/economic conditions of the people. 3. This project will provide revenue, which is essential for the economic development of the

state and will be used in public welfare schemes. 4. This project will enhance self employment opportunities in the area 5. During construction and operation of this project skilled and unskilled both the categories of

people have good employment opportunity. 6. Project will provide business opportunity to thousands of people directly or indirectly. 7. This project will improve transport and communication facilities in the area. 8. This project will improve general infrastructure in the project vicinity. 9. Green areas and plantation around the project area will reduce air, noise pollution. It will

protect top soil and will help in ground water recharge by reducing runoff of storm water. 10. Adequate measures will be adopted to mitigate solid waste management and waste water

pollution. 11. As per the policy, expenditure would e incurred @ 1% of the project cost in village

development/civic amenities in the villages and 1% of land acquisition cost would also be incurred towards skilled development/training etc.

12. Min. 3 marla and max. 14 marla area of land are provided to the land owners whose lands were acquired at the Indl. Estate Rai along with other facility as per R & R policy of the Govt.

13. State Govt. will get revenue in terms of taxes and excise duties that will be utilized in further development of the state.

14. Industrial production will control the market prices that will help people to get industrial product at controlled price.

After the presentation was over, Chairperson Sh. S.B. Lohiya. ADC, Sonepat invited Gram Panchayat Sarpanch, Pradhan, and Chairman, Panchayat Samiti and residents of nearby villages present in meeting to raise their grievances / questions before authorities present in the hearing. Later, in the question answer session the HSIIDC and other land revenue officials responded to the questions raised on land acquisition/compensation issues. Written complaints and suggestions were received by the chairperson. All quaries which were asked either verbally or through written requests were answered to the satisfaction of the participants. The details of questions asked are listed below:



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Q.1:- Mr. Suresh Dahiya, President, Bhoomi Adhigrahan, Sanghrash Samittee, Pritampura, Badhmalik, Rasoi Dharna Rai, Sonipat. He has submitted application to ADC, Sonipat in which he has raised objection that whether it will affect the health of the nearby villagers and he has informed that the case of land acquisitions are pending in High Court and he has been given the less rate of the land. (Attached as Annexure-C). Reply by: Sh. S.B. Lohia, ADC, Sonepat This project will be started with all appropriate environment safeguards in place like pollution control measures, green belt, proper drainage system, ground water system, good roads etc and direct indirect employment to the surrounding population. Reply by: Sh. Mukesh Gupta, AGM, HSIIDC, Rai Regarding rates of the land, the said rates are finalized by Rates Finalization Committee by considering the latest registries of the land and the ADJ, Court Sonipat also deferred the application of village Pritampura and the rates were increased by ADJ, Court Sonipat for village Rasoi, Badhmalik and Rai and enhancement for the same has been deposited in the Court. The Cases which has been mentioned by Mr. Suresh Dahiya are pending in Punjab & Haryana High Court, Chandigarh and HSIIDC will honor the decision of the Hon’ble High Court. Q.2:- Toffique Ahmad, Max Height Town Ship, Sonepat Written queries were submitted by Toffique Ahmed in which he has raised the objection on the qcquisition of land for setting up of CETP in village Akbarpur Barota. (Annex-D). Reply by:- Sh. S.B Lohia, ADC, Sonepat, after discussion with HSIIDC Officers informed that no bad effect on the Health of Residents will be occurred from the CETP. Q.3:- G.K. Kalra, Ansal API, Sonepat Written queries were submitted by G.K. Kalra, Ansal API, Sonepat in which he has raised the objection that the project is coming in Sector-38 & 39, while the land is being acquired in sector-35, (Annex-E). Reply by:- Sh. Mukesh Gupta, AGM, HSIIDC, Rai, Sonepat The notification u/s 4 was issued for setting up CETP, notice u/s 5A was issued by DRO cum LAC Sonepat but no objection of any kind was received from any quarter for setting up the CETP for land in question. Subsequently notification u/s 6 of Land Acquisition Act was issued and award of the land was announced. The mutation of the said land has also been sanctioned in the name of HSIIDC/Govt. of Haryana. This land falls within the carrier line for effluent discharges from Sector 38 & 39 to drain no. 6. Q.4:- Sunil Khurana, Surender Kumar S/o Ummed Singh Village-Akbarpur Barota Written queries were submitted by Sunil Khurana, Surender Kumar in which he has raised the objection on the acquisition of land for setting up of CETP in village Akbarpur Barota. (Annex-F). Reply by:- Sh. S.B. Lohia, ADC, Sonepat after discussion with HSIIDC Officers replied that it has already been explained that no bad effect on the Health of Residents will be occurred from the CETP. Q.5:- Satender Kumar, Village-Akbarpur Barota He has raised the objection on the acquisition of land for setting up of CETP in village Akbarpur Barota.



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Reply by:- Sh. Mukesh Gupta, AGM, HSIIDC, Rai No bed effect on the Health of Residents will be occurred from the CETP. Q.6:- Sarpanch of village Badhmalik and Jatheri He has requested to get the work in hand for disposal of water from the pond situated in village Badhmalik. During the question of Sarpanch/Badhmalik, another Sarpanch village Rasoi raised the question that the expenditure of skill development may be transferred for development works. Reply by:- Sh. R.K. Mehta (S.M. Rai) This request can be considered at the time of development of Sector-39 The case for transfer of funds from skill development to development works would be considered by HSIIDC as per relevant policy of the State Govt. Q.7:- Rajesh Sharma, Ansal ARI, Sonepat The project is coming in sector-38 & 39, while the land is being acquired in sector-35. Reply by:- Sh. Mukesh Gupta, AGM, HSIIDC, Rai, Sonepat The notification u/s 4 was issued for setting up CETP, noticed u/s 5A was issued by DRO cum LAC Sonepat but no objection of any kind was received from any quarter for setting up the CETP for land in question. Subsequently notification u/s 6 of Land Acquisition Act was issued and award of the land was announced. The mutation of the said land has also been sanctioned in the name of HSIIDC/Govt. of Haryana. This land falls within the carrier line for effluent discharges from sector-38 & 39 to drain no. 6. Q.8:- Rajbir Singh Village Badhmalik The case of land acquisitions are pending in High Court and HSIIDC is paying less rate of the land. Reply by:- Sh . Mukesh Gupta, AGM, HSIIDC, Rai As already replied, the case is pending in the Hon’ble High Court and HSIIDC will honor the decision of the Hon’ble High Court. Q.9:- Rajbir Singh Village Badhmalik HSIIDC has mentioned during advertisement that they are developing public sector, while they acquired the land for industries. Reply by:- Sh. Devender Pal, District Town Planner (DTP/HSIIDC) The said land acquired both for public/semi public purpose. Q.10:- Rajbir Singh Village Badhmalik 5 cases are pending in Court for enhancement of land cost, hence NOC may not be given. Reply by:- Sh. Mukesh Gupta, AGM, HSIIDC, Rai HSIIDC will honor the decision of the Hon’ble High Court Q.11:- Surender Akbarpur Baraota CETP not to be installed near to residential area. The harmful gases and chemical will emit & causes human health & it is violation of EPA Act, 1986. Reply by:- Sh. Mukesh Gupta, AGM, HSIIDC, Rai The reply & question will be sent to MOEF and your querry will be incorporated in the proceeding. The project consultant also describes about the CETP already installed at Mayapuri Delhi and working properly. The description of CETP is mentioned in Project and total report is being sent to MOEF. The CETP at Rai is also working properly and there is no Public Complaint from said CETP.



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Q.12:- Surender Akbarpur Baraota This is residential sector & CETP can’t be installed and its flow will be against the gradient. Reply by:- Sh. S.B. Lohia, ADC, Sonepat The replies & questions are being recorded and will be decided as per law. Q.13:- Satpal Sarpanch, Rasoi He requested that 7 Kanal land of Shamshan ghat may be released from the Sector-39 Reply by:- Sh. S.B. Lohia, ADC, Sonepat The case for the same would be considered by DRO & HSIIDC on merit. Q.14:- Mr. Verma, Ansal API, Sonepat He has raised the objection that the project is coming in sector-38 & 39, while the land is being acquired in sector-35. Reply by:- Sh. S.B. Lohia, ADC, Sonepat The said point has already been discussed. Q.15:- Chairman Panchayat Samiti Jatheri He raised the question that there should be control on the factories which are using rain water tanks/system with polluted water due to which the water around the area are going to be polluted. No development of nearby area being done by HSIIDC, in existing sectors sewers are jammed. Reply by:- Sh. S.B. Lohia, ADC, Sonepat ADC, Sonipat assured that strict action will be taken against those industries who are found polluting the ground water. He directed HSIIDC officers for taking action regarding cleanliness of HSIIDC sectors. The quality of ground water will be checked by PHED Sonepat. Before the public hearing was complete, Sh. Nirmal Kashyap, Regional Officer, HSPCB finally asked for any other queries/doubts from the audience related to the up-coming project of HSIIDC. As there was no further question / suggestion Sh. S.B. Lohia, ADC, Sonepat grant the permission to declare the closing of Public Hearing. In the end the Chairperson assured the participants about fair redressal of their demands and quaries. He also said that development process has to continue for the upliftment of economy of the region. The public hearing was successfully conducted and vote of thanks was given by the project proponent to the officers/ officials and general public for attending public hearing.



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5.0 ENVIRONMENTAL MANAGEMENT PLAN INCLUDING MITIGATION MEASURES, ENVIRONMENTAL MONITORING

PROGRAM AND PROJECT BENEFITS Environmental Management is an integral part of the planning process for any ongoing / expansion of project activities. Environmental planning & sustainable development approach is essential to maintain balance between “supportive” and “assimilative” capacities of a region and hence to stay within the carrying capacity. The Management Plan for construction and operation phases of the development of the proposed industrial estate at Rai would include measures that minimize adverse impacts to the environment. 5.1 The Objective & Scope for EMP The objectives of the development of Environmental Management Plan for the proposed project activities would be to reduce the adverse impacts to acceptable level & enhance the favorable impact to achieve “Sustainable Development in the region”. The Environmental Management Plan (EMP) has been designed within the framework of various regulatory requirements on environmental and Socio-economic aspects aiming at the following: ♦ Minimize disturbance to native flora and fauna, if any.

♦ Prevent and to attenuate air, water, soil and noise pollution, if any.

♦ Encourage the socio-economic development. Major Targets of EMP includes ♦ Sustainable development in the region.

♦ To reduce or eliminate the detrimental impacts on environment

♦ To reduce or eliminate the hazards associated with the project activities.

♦ A better protection and conservation of the natural resources.

♦ To facilitate linkage between inter-sectoral development. Overall aim to be pursued by ♦ Prevention of the deterioration of the environment.

♦ Protection and enhancement of the ecosystems.

♦ Promotion of the sustainable use of resources.

♦ Protection of environment against prioritised hazardous substances.

♦ Management of the risks to reduce or eliminate hazards.

5.2 Environment Management Plan for Proposed Project The project proponent to manage the key environmental issues associated with the construction and operation of the proposed project will initiate the Environmental Management Plan for the



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proposed project activities envisage to outlines the key environmental management and safeguards that. The major concerns for the EMP of the proposed project activities would be:

♦ Delineation of mitigation and compensation measures for all the identified significant impacts.

♦ Delineation of unmitigated impacts. ♦ Physical planning including work programme, time schedule and locations for putting

mitigation and compensation systems in place. Environmental Management Plan (EMP) is the process to ensure that environmental considerations are integrated into the project scope. These are tools for mitigating or offsetting the potential adverse environmental impacts resulting from various activities of the project. The environmental management plan (EMP) would, therefore, consists of following main components:

♦ To integrate potential impacts (positive or negative), environmental mitigation measures implementation schedule, and monitoring plans.

♦ To describe the potential environmental impacts and proposed management associated with

each stage of the project development. ♦ To control environmental impacts to levels within acceptable standards, and to minimize

possible impact on the community and the workforce of foreseeable risks during the construction and subsequent operational phases of the project.

♦ To highlight that the environmental mitigation measures shall be used in consonance with

good management practices and good engineering design, construction and operation practices.

The EMP would, hence, be a working document that concerned stakeholders need to both understand environmental concerns and to address associated issues to facilitate environmental management.

5.3 Impact Mitigation during Construction Phase Environment protection measures/precautions shall be adopted to minimize the impacts due to activities during the construction stage. The impacts during the construction phase on the environment would be of transient and short-term nature and are expected to reduce gradually on completion of construction activities. Nevertheless, efforts are needed to reduce these short-term impacts on various components of the environment, as illustrated below, to the possible extent. 5.3.1 Air Quality Management During the construction phase, certain amount of dust shall be generated due to the mobilization of men, machinery and materials. The processes, which causes pollution includes land clearing, leveling of land, operation of construction machinery/equipment, foundations, buildings and other requisite infrastructure etc. closed to the construction site. The impacts may be temporary in nature and shall marginally deteriorate the ambient air quality. However, Project Proponent would ensure following measure for reduction of the dust generation:



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♦ Topsoil removed shall be preserved for later reinstatement purposes by piling it along a

boundary the site. ♦ Construction dust materials should be sprayed with water for dust suppression prior to any

loading, unloading or transfer operation to maintain the dusty materials wet to avoid dispersion. Stockpiles of aggregate or spoil shall be covered and water applied.

♦ Vehicles involved in transportation of loose and fine materials like sand and fine aggregates

shall be covered to reduce spills on roads. ♦ The height from which excavated materials are dropped shall be controlled to a minimum

practical height to limit fugitive dust generation from unloading. ♦ Earth moving equipment, typically a bulldozer with a grader blade and ripper shall be used

for excavation work All vehicles, equipment and machinery used for construction shall be regularly maintained to ensure that the pollution emission levels conform to the CPCB norms. Another source of gaseous emissions is the DG sets, which may be used as back up for power generation for pumping stations. The DG sets shall be properly maintained to fulfil the statutory requirements. The periodical ambient air quality monitoring shall be done to ensure that the significant impacts are being mitigated adequately. 5.3.2 Noise Level Management The noise shall be generated mainly due to operations of machinery/equipment/DG Sets used for construction and transportation of materials to the site. The Project Proponent would ensure following measures to minimize the noise levels generated at the site: Noise Level Management

♦ DG set for back-up power to be provided with adequate acoustic enclosure and to be fitted with muffler to reduce the noise in adherence with the regulatory equipments.

♦ All plants and construction equipments shall be fitted with noise control measures.

♦ Acoustic enclosures to be provided for compressors for drills and rock cutter

♦ Provision of personal protective equipments (PPE) such as muffles/plugs to the workers.

♦ Servicing of all construction vehicles and machinery to be done regularly and during routine servicing operation, the effectiveness of exhaust silencers will be checked and if found defective to be replaced.

♦ To have the provision of Noise Barriers in form of dense tree belt around the periphery and particularly facing residential area.

♦ The DG sets should also be provided with proper exhaust muffler with insertion loss of minimum 25-dB (A)



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♦ Restricted use of loudspeakers in the sensitive zones.

♦ Servicing of all construction vehicles and machinery to be done regularly and during routine servicing operations, the effectiveness of exhaust silencers will be checked and if found defective to be replaced.

♦ Vehicles hired for bringing construction materials at site shall conform to the noise emission

standards and to be operated during non-peak hours. ♦ To have the provision of Noise Barriers in form of Dense Tree Belt around the Periphery and

particularly facing residential areas. Ambient noise level monitoring shall be conducted at suitable locations at periodic intervals during construction phase to conform to the stipulated standards during both day and nighttime. Data shall be reviewed and analyzed by the project manager for adhering to any strict measure. (a) Guidelines for control of Pollution from Stationary Diesel Generator (DG) Sets (i) Noise Standards for DG Sets (15-500 KVA) The total sound power level, Lw, of a DG set should be less than, 94+10 log10 (KVA), dB (A), at the manufacturing stage, where, KVA is the nominal power rating of a DG set. (ii) Acoustic enclosure/acoustic treatment of room for stationary DG sets (5 KVA and

above)

♦ Noise from the DG set should be controlled by providing an acoustic enclosure or by treating the room acoustically.

♦ The acoustic enclosure/acoustic treatment of the room should be designed for minimum

25 dB (A) of Insertion Loss or for meeting the ambient noise standards, whichever is on the higher side (if the actual ambient noise is on the higher side, it may not be possible to check the performance of the acoustic enclosure/acoustic treatment. Under such circumstances, the performance may be checked for noise reduction upto actual ambient noise level, preferably, in the nighttime). The measurement for Insertion Loss may be done at different points at 0.5m from the acoustic enclosure/room, and then averaged.

♦ The DG set should also be provided with proper exhaust muffler with Insertion Loss of

minimum 25-dB (A). ♦ DG set upto 1000 KVA and manufactured after 2005 shall have maximum sound level of

75 dB (A) at a distance of 1 meter. 5.3.3 Water Resource Management The proper drainage system shall be constructed at site on temporary basis at an early stage. Salient features of water quality management shall comprise of following, which would be ensured by Project Proponent:



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♦ Raw water quality shall be checked on regular basis for essential parameters as per BIS guidelines.

♦ All the waste from the site shall be treated in the septic tanks provided. ♦ All the debris resulting from the site shall be isolated from the waste water and disposed

of separately ♦ A sediment trap shall be provided to prevent the discharge of excessive suspended solids. ♦ Wash down area for cleaning of vehicle wheels shall be provided and wheel wash waste

shall be drained properly. ♦ No untreated discharge is to be made to watercourses. ♦ To prevent contamination from accidental spillage of oil, the storage areas shall be

bonded and will be inspected and cleaned at regular intervals ♦ Water availability to the construction staff should be fit for drinking purpose. Code to

ensure drinking water quality is Indian Standard Specification for Drinking Water Quality IS 10500-1991.

5.3.4 Land Environment Management The following measure shall be adapted by the Project Proponent to prevent/ reduce the soil erosion and contamination: ♦ It will be ensured that no construction spoils of any unsuitable material are disposed off on

roadside or any other place in the project area. Litter, fuel, oil drums, used grease cartridges will be collected and removed properly. Dustbins shall be placed at requisite locations.

♦ Lubrication waste oil shall be collected separately in drums and shall be disposed of as per

standard practice. ♦ Solid waste (building material, metal scrap, wood, plastic etc) generated during the

construction phase shall be properly segregated. The recyclable plastic, metal etc waste should be separately stored. Other material will be used for land filling or the designated Solid waste disposal sites.

♦ Construction debris will be collected and suitably used on site as per construction waste

management plan. The project proponent will take prior permission from the competent authority for disposal of construction waste on landfill site in the project area.

♦ Careful attention will be given for design and maintenance of earthwork and drainage

systems during construction to avoid creation of significant habitat areas for mosquito larvae. Use of larvicides may be required to prevent mosquito breeding in silt traps.



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5.3.5 Land Use Pattern and Ecology Management Disturbance during the construction phase shall be of much localized. To keep the disturbance at a minimum, the following measures are recommended: ♦ Land clearing for the construction site will be kept at the absolute minimum practicable ♦ Construction site will be designed to minimize the removal of soil and vegetation ♦ Topsoil will be cleared and stored for later reinstatement purposes by piling along the

boundary of the site 5.3.6 Traffic Movement Management In order to minimize impact of Traffic Movement, following measures would be taken up: ♦ Planning vehicle movements would ensure the minimal use of road and help in reducing the

adverse impacts, if any. ♦ Appraisal to traffic police about the construction activities shall be help in better

management. ♦ Road crossings to be used during the construction period shall be well marked to prevent the

accidents. ♦ Spray down dirt roads if too dusty 5.3.7 Socio-economic Environment Management The Project Proponent would ensure the favorable impacts on socio-economic environment and would envisage measures to minimize the adverse impacts, if any. ♦ The construction contractor would ensure that kerosene or cooking gas to be provided to

construction workers on-site so that they do not resort to using fuel wood for cooking. ♦ The construction contractor would ensure that temporary sanitary facilities should be

provided on-site to workers so that proper hygienic conditions could be maintained.

♦ Provide temporary employment generation opportunities

Basic Amenities available in the proposed area

Area surrounding the proposed area should be developed as residential area by private builders, which provide better residential facilities. ♦ Primary health centre and other medical facilities are predominately available Rai ♦ Primary schools, anganwari, high school, higher educational facilities are available in the

surrounding area.



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♦ Public distribution system is available in Rai, which will provide basic requirement of grains, pluses or others for low-income groups.

♦ Drinking water facilities shall be provided to the workers. ♦ First aid facility shall be provided at every construction sites and also ambulance facilities

should be available in each industry. ♦ Roads, power and communication facilities are available at proposed area. ♦ Shopping malls, picture theaters, play grounds; parks are available in near areas.

5.3.8 Construction Workers Health & Safety Plan In order to ensure the health and safety of construction workers, project proponent would advise construction contractors to envisage adequate steps, as described below. ♦ To allocate adequate & appropriate place to construction workers so that they can make

temporary sheds for dwelling under hygienic conditions. ♦ To provide potable water at site so that workers should not get exposed to water borne

diseases. ♦ To provide first-aid facilities in the proximity of the construction sites and to work on the

modalities for providing immediate ambulance services for the any event or any major injury by which workers can avail the hospital services quickly.

♦ To provide all necessary safety gadgets (Personnel Protective Equipment, PPE) to

construction workers like helmets, protective footwear and gloves. The personnel engaged in the work of mixing, cement, lime mortars, concrete etc. to be provided with masks to reduce the direct inhalation of micro particles. Persons to be engaged in welding activities to be provided with protective eye-shields to ensure safety during welding. Earplugs are to be provided to workers exposed to high noise areas. Labors working on elevated platforms to be provided with safety belts.

♦ The construction contractor will strictly adhere to the statutory child labour act. ♦ The construction contractor will also ensure that no paint containing lead or lead products is

used except in the form of paste or readymade paint. Facemasks will be provided for use to the workers when paint is applied in the form of spray.

♦ Adequate safety measures will be ensured for workers during handling of materials at site.

The contractor will adhere to all regulations regarding safe scaffolding, ladders, working platforms, gangway, stairwells, excavations, and safe means of entry and exit.

♦ The construction contractor will take adequate precautions to prevent danger from electrical

equipment.



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♦ All machines to be used in the construction will conform to the relevant Indian Standard Codes, and will be kept in good working order. These would be regularly inspected and properly maintained as per the provision of standard.

♦ The construction contractor would ensure that no danger or inconvenience to be caused to

any person or the public by placing or stacking the material for construction. ♦ All necessary fencing and lights will be provided to protect the public. ♦ Utmost efforts would be put-up by construction contractor to maintain the aesthetic quality

of the area as well as maintain the optimum lightening in the area to avert any mishappening.

♦ To provide regular safety training to the workers, specially related to construction. Display of common safety manual in different languages including local languages, emergency plan etc.

5.4 Impact Mitigation during Operational Phase The Project Proponent would do all out efforts to minimize the adverse impacts and enhance the favorable impacts during operational phase of the project. 5.4.1 Air Quality Management The operational phase impact of the proposed project would be due to the operation of DG sets in the industrial estate and movement of vehicles the impacts on local air quality would be minimized by adopting following measures: ♦ Development of green belt with specific species, which would help to attenuate SPM level

as well as the impact of gaseous pollutant.

♦ Coming industry shall be going to install water sprinkle system that reduced the suspended particulate matter within the industry premises.

♦ The industries coming to this IE, must have pollution control devices are be installed like bag filter, Cyclone separators, ESP, Wet Venturies, Scrubbers etc.

♦ All industry shall follow the MoEF guidelines and CPCB norms for the commitment of pollution reduction.

♦ All DG set should have proper insulated and chimney height as per MoEF norms.

♦ All industrial shall monitory indoor air quality and ambient air quality periodically by following MoEF guidelines.

♦ Handy CO monitor will install in each industry at work place to regular monitoring of CO concentration in work zone.

♦ Proper ventilation system installed at the work place to reduce the exposure pollutants.



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♦ There is no any industry going to be installed which have hazardous raw material and product and it is also ensure there is no any fumes and vapours will produce during the process.

♦ Personal protective equipments shall be provided to the works.

♦ Industry must going to follow the permissible levels of certain chemical substance in work environment of The Factories Act, 1948, Second Schedule.

♦ Internal training programme to be design for worker to reduce maximum exposures.

♦ Transportation vehicles exhausts will regularly monitored.

5.4.2 Noise Level Management The Project Proponent would suggest industrial associations as well as housing societies to adopt measures to curb Noise Pollution. Some of the design features would ensure low noise levels, which are given below:

♦ The users would ensure provision of acoustic enclosure, wherever possible (mainly DG sets).

♦ Restricted use of loudspeakers in the sensitive zone.

♦ Noise barriers in form of trees are recommended to be grown around the vicinity. This is the plan as per the landscaping of the area.

All noise generating sources in the industrial area will be equipped with appropriate noise control measures. Sound levels will be consistent with local government regulations. Ambient noise levels will be periodically monitored to determine compliance with the norms. By these measures, it is anticipated that the noise levels in the vicinity would be maintained below the regulatory level. (i) Noise & Vibration Reduction Plan The green belt designed according to EMP will attenuate the noise and vibration levels created by vehicles and industrial units. The industries can be advised to implement following methods for vibration reduction The generally accepted methods for vibration control of industrial equipment include; Force Reduction, Mass Addition, Tuning, Isolation, and Damping. The machine vibration can be reduced by inducting various measures like use of rubber pads, dampers; cushion mounts, proper balancing of rotating equipments. Heavy machinery can be installed in plate forms, which are segregated from main building by sand wall, which is called isolation. Mechanical shocks can be reduced by various rubber parts as mentioned below Double 'u' shear mounts features a soft, vertical spring rate, capable of dampening shock & vibrations in the vertical as well as lateral directions. Cushy foot Mounting provides large deflection, high load capacity and long service life. The AV Mounts absorb shocks and impacts caused by punching machines and presses. The further areas of application are:



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♦ Blowers ♦ Compressors ♦ Small Gensets ♦ Control Panels ♦ Generators ♦ Diesel Engines ♦ Compressors ♦ Mining Machinery ♦ Printing Machinery ♦ Pumps ♦ Fans and Blowers. Etc. The Nylon Gear Couplings and Pinbush Couplings that are extensively used for transmission of high torques. Quality proven rubber with pins and nuts are fitted in these couplings with precision. These couplings allow the driving in any desired direction easily. After the initial fitting, the lubrication and adjustment is not required. Isolators can be used for transfer of vibration to another. 5.4.3 Land Environment Management Plan (a) Solid waste management With the adoption of sustainable development as an approach to manage the environment, quality waste management techniques is essential. The principle aim of waste management is to sustain the environment by ensuring that waste does not contaminate the environment at such a rate or in such a form or quantity as to overload natural assimilative processes and cause pollution. Eliminating or minimizing waste generation is becoming crucial, both environmentally and economically, for reducing waste-related liabilities and costs. Awareness would be created among industrial associations & housing societies to adopt following practices: Organic waste : Such type of waste (food waste, wood or other,

Biodegradable waste) can be composed and later used as manure

Recyclable waste : Wastes like plastic, metals, etc. can be recycled Other wastes control : The sludge generated from the sewage treatment plant

(STP) at the plant shall be used as manure for the green belt. Regular monitoring shall be carried out to assess any adverse impact (characterization). The solid waste generated as municipal waste (Garbage & Households) can be collected and segregated along with the domestic waste generated from the plant and will be sent to a municipal waste disposal site allocated by local administrative authorities.

MSW Handling & Management A solid & hazardous wastes management facility has not been earmarked as yet. However, the provision for the same may be made in the land proposed to be acquired at IE Kundli in the land



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of village Sera along phase II. The MSW management plan is in line with the Sonepat Town Plan of the area. (i) Storage of Wastes Appropriate provisions would be made for storage of solid wastes. Adequate means of access would also be provided from the place of storage to a collection point specified by the waste collection authority. Coloured wheeled bins would be provided such as ♦ dark grey for non-recyclable waste ♦ green for kitchen food/ compostable garden waste ♦ Blue for paper (generally used for flats, schools, offices etc).

In addition, boxes would be provided for the collection of other recyclable materials; ♦ a green box can be used for paper ♦ a black box can be used for cans and plastic collections. (ii) Bin area design and layout The diagram shows a suggested possible layout for 1100 litre bin and is only to illustrate the practical set out. A minimum clearance of 150 mm is required around all sides of the bins. Design and choice of construction materials for the bin area will depend upon the individual site. (b) Landscape The Landscape concept for the development of Industrial Estate at Phase-II Sector 38 & Sector 39, Rai evolves a system of open spaces, which have the potential to develop into a landscape with distinctive visual qualities, fulfilling the required ecological and recreational functions. The location and alignment of the existing landscape features would have been used to structure the development. Advantage would be taken of topographic assets such as the natural drainage as well as major city level open spaces along these corridors, integrating existing landscape and new development. Essentially the proposed landscape comprises of the following interlinked but hierarchical distinct components.

♦ The informal naturalistic component along canal, serving a regional recreation function.

♦ The more formal and organized component serving as a local space system on the East-West drainage corridors.

♦ The open space system within the sectors and neighborhood. (i) Land use: It would be in accordance with the Master Development Plan. 5.4.4 Green Belt Development Plan Mitigation of environmental pollution has emerged as one of the challenging task during the environmental management plan. The status is further likely to become more acute with continued and enhanced rate of development and limitation of the carrying capacity of the respective environmental basins. Hence, a systematic afforestation/ plantation work needs to be



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carried out in the vicinity of proposed industrial estate, which would be promoted by project proponent and necessary awareness to this effect would also be created by the project proponent. Plantation would facilitate the attenuation of both air and noise pollution. The conceptual approach for development of green belt in and around the project area has multifaceted objectives. Capacity of plants to reduce air pollution is very well known and has been reported in literature. In order to attenuate air and noise pollution and recycling of wastewater, optimum greenbelt development is essential. In this context, size of greenbelt, width of greenbelt and height of greenbelt are critical parameters. Selection of tree species, which can be grown around, is also a matter of concern. Plants differ considerably with reference to their response towards pollutant attenuation, some being highly sensitive and others more tolerant. At present no green belt and landscaping work existing in the SMU (Phase-II Sector 38 & Sector 39) Rai. Hence need has arisen to develop green belts and landscaping area to maintain the environment of the Industrial Complex. The environment of the surroundings of the SMU has to be protected due to air pollution arises from the industries. In order to overcome the problem of pollution, it has been proposed that the trees of fruits and to other categories are to be provided along the roads, in green belts green belts provided in the complex and 50 m wide green belts of the National Highway no 1. This rough estimate amounting to Rs. 110.70 & 400 lacs (revised for sec 38 and 39 respectively) has therefore been prepared to develop the green belts, plantation along the roads and landscaping at the entrance of approach of SMU parking including the maintenance of plants for a period of three years. (a) Objective of the development of green belt The objective of optimal development of greenbelt in the project area would be as per the pattern of State PWD norms. ♦ Attenuation of air/ noise pollutants ♦ Recycling of wastewater ♦ Balancing the ecology of the area ♦ Enhancing the aesthetics and visual quality of the area. (b) Area for the development of greenbelt It is suggested to develop greenbelt in maximum possible area, which would have intensive as well as extensive landscape. The extensive landscape would include trees planted along the periphery of the premises in line as well as in cluster form. (c) Selection of Plant Species Based on the regional background, soil quality, rainfall, temperature and human interactions, greenbelt has to be developed. For the development of greenbelt, adequate information is required regarding climate, and human interactions. Greenbelt with varieties of species is preferred to maintain species diversity, rational utilization of nutrients and for maintaining health of the trees. Well planned greenbelt will develop a favorable micro-climate to support different micro-organisms in the soil and as a result of which soil quality will improve further, depending upon the climatological conditions and regional ecological status. Plant species shall be selected based on:



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♦ The agro–climatic conditions of the area ♦ Properties of soil ♦ Nature of pollutants The selected plant species should be: ♦ Fast growing, evergreen & with thick canopy ♦ Resistant to pollutants discharged ♦ Indigenous Detailed floral description of the project area has been illustrated in Chapter- 3.8 (Biological Environment). Plants having adaptability with the local agro-climatic conditions can be selected from detailed floral inventory. Major focus would be given on Horticulture & Road Side Plantation, with development in following areas: (i) Development of Parks ♦ The total green area is in the shape of various small parks, which would be fenced with toe

wall & grill fencing.

♦ The central portion of the parks would be covered with fine grassing while the bigger trees would be planted on outer periphery.

(ii) Green Belt

♦ Area of landscaping at the entrance near NH-1 and other green belt = 5300.00m2 (Sec-38 & Sec-39). Sector -38 Sector-39 Planted area 51384.00 m2 52300.00 m2

Grassing Area 46245.60 m2 47070.00 m2 Number of shrubs 8487 Nos. 8643 Nos. Number of trees 2856 nos. 2987 nos.

(iii) Road side plantation ♦ Fruit bearing plants and other plants shall be provided inside the green belts ♦ The plants of Jamun, Sesham, Beel, Bougain Villia etc. shall be provided outside the

boundary of green belts. ♦ Similarly, the plants of Neem, Pipal, Cassiafistula, Ashoka, Bougainvillea, and Robesute

shall be provided along the roads. In addition to above provision landscaping of the entrance from the NH-1 to the junction of 60 m wide roads. The landscaping in 40% area each green belt has been proposed to be developed.

♦ Jamun, Gulmohar, Papri, Putranjiva, Amaltas, Pilkhan and Maulsari would be planted for

development of green belt.



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♦ Plantation of Neem, Amaltas, Pipal, Pilkhan and Maulsiri are recommended for parking areas.

(iv) Other plants Peacock flower, Paper-chase tree, Gardenia brilliant gardenia, Golden champak, Yellow oleander, Rangoon creeper, poinsettia, Coral creeper, Moonbeam, Golden shower, Redbell bush tree of sorrow, Glory lily heavenly blue etc. would be planted in the vicinity of project site. (d) Plantation Technique For plantation of small plants, digging of pits is very important for preparing soil environment near the roots of the plants. Size of the pit should be optimum enough to supply required nutrients to the roots of the plants. The usual method is to dig pit of required size, 3 to 4 months before planting of species, which is generally done at the break of the monsoon. The pits of 45 x 45 x 45 cm size in case of hardier species, like eucalyptus, shisham, acacia, etc., but larger pit size is preferred for fruit yielding trees like mango, jamun, etc. 1 x 1 x 1 m pits may be used for plantation of other trees. The soils of the plant side should be mixed with one-third farmyard manure before refilling about a week prior to planting. In poor soils where nutrient contents are inadequate, it is necessary to add chemical fertilizers for optimum growth. Details of the plantation procedure to be followed are described below: ♦ Excavate a trench of about 1 x 1 x 1m size. ♦ Remove excavates earth from the trenches. ♦ Fill up excavated trench with equal quantity of soil and compost with little quantity of

gypsum. ♦ Add water continuously 3-4 days after refilling the trench with soil and compost. (e) Water Demand for Landscaping Landscaping forms an important part of the building environment. This is constituted by combination of vegetation, paving and various other landscape features such as water bodies. The vegetation includes lawns, shrubs, herbs and trees. In general, the water demand for lawns and shrubs are higher as compared to trees, which does not require or require less water after establishment. In addition, native species also require less water. Measures for reducing water demand for landscape The water consumption for the gardening depends on the type of plant species and the plant factors. As the plant factor for native species and trees is the minimum, one of the option to reduce the water demand for gardening is to include more native species and low water consuming species. Other option includes use of efficient fixtures for watering, following certain best practices to minimize losses and optimize consumption. (i) Xeriscaping: Xeriscape is one of the efficient ways to reduce water consumption through creative landscaping. This involves plantation of dry plants and those plants, which can live, once established, with little or no supplemental watering. Some of these are also drought tolerant and can survive even in areas with minimal rainfall. Some of the palm trees such as Phoenix



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dactylifera, Yucca starlite and groundcovers such as Asparagus sprengeri, which is succulent, can be used as part of the landscape to conserve water. Other species namely, Pandanus Dwarf, which is xerophytic, and Bougainvillea, which is a climber, would also help in water use minimization. (ii) Native vegetation Native vegetation is original to a particular place, including trees, shrubs, and other plants. These generally require less water and less maintenance. (iii) Efficient irrigation equipments Drip irrigation To save water, drip irrigation is an efficient technique as it prevents loss of water due to evaporation, run-off and percolation. Further, it has a better control and facilitates uniform water distribution. However, this system cannot be used for lawns and ground covers but for non-native turf and other non-xerophytic plants. Sprinkler irrigation Sprinkler irrigation system requires a network of pipes and pumping system to maintain sufficient pressure for uniform distribution. It is best suited for areas with sandy soils, which have high infiltration rates. To prevent water logging, the system should be designed in such a way that infiltration rate exceeds the application rate. Sprinklers, which can produce fine sprays, are more efficient as compared to those that produce large water droplets. The efficiencies of irrigation systems differ widely. Further, to improve the efficiency certain measures can be followed, which includes use of a pressure regulator for pressures greater than 30 psi, which will significantly reduce the loss during watering. Efficiencies of different kinds of irrigation equipment are given below:

Irrigation System Efficiency♦ Micro, drip : 85% ♦ Micro, spray : 80% ♦ Multiple sprinkler : 75% ♦ Sprinkler, container nursery : 20% ♦ Sprinkler, large guns : 70% ♦ Seepage : 50% ♦ Crown floods : 50%

Fixed time schedule for watering Time schedule for watering of plants plays an important role in saving water. Irrigation should be done during the coolest time of the day (early mornings and evenings) to avoid loss due to evaporation and wind drift. Also, the frequency of irrigation should be reduced during the winters. Regular flushing of the irrigation lines and other parts should be done. The use of combination of mitigation options can result in savings of water as indicated below. It indicates



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the reduction in water that is possible by stepwise reduction in areas of high water consuming species. By reducing the lawn area by 50% and replacing it with shrubs, it is possible to achieve 32 % savings and by further introducing native species to the level of 25%, further increase in savings of 42% is achieved. Options Savings in water (%) ♦ 100% Lawn : - ♦ 50% lawn : 50% shrubs : 32 % ♦ 50% lawn : 25% shrubs : 25% natives : 75 % ♦ 100% native : 64 % Ecological system consisting of varieties of inter-relationship between both Biotic and abiotic components including dependence, competition and mutualism. Biotic components comprising of both plant and animal communities used to interact with abiotic physical and chemical components of the environment. The choice of the plant species is broadly determined by the climate and ground condition. In the development of green belt areas, multipurpose plant species should be selected. This will automatically satisfy the ecological requirement of plant diversity. (f) Green belt design for proposed Industrial Estate at Phase-II Sector 38 & Sector 39,

Rai The proposed industrial estate at (Phase-II Sector 38 & Sector 39) Rai comprising of 858 acres (351.2 ha) of area is interconnected by a network of widely spaced roads even NH-1 also. The total area near NH-1 and other green belt is 5300.00m2 presently, as a part of infrastructure development, these roads are under construction. In addition, since its inception HSIIDC has remained environment friendly and feels the importance of plantation to develop green belt as well as to provide tree cover along the roads from both sides. (i) Green Belt : There will be different Nos. of the clusters to be known as green

belt this would comprise of lawns, footpaths, hedge, plants and flowers.

(ii) Road sides : The sides of the road comprising of beams will be planted with. trees & shrubs

In order to make the estate pollution free and to improve the visual quality of the area, it has been planned to plant about 2856 and 2987 plants and 8487 & 8643 shrubs in sectror-38 and sector-39 respectively.



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Layout showing green belt of sector-38



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Layout showing green belt of sector-39



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5.4.5 Water Environment Management (a) Ground Water Quality and Quantity Rainwater harvesting for optimum utilization of rainwater would help in recharging the ground water level / borewell area. It can be facilitated by well-designed storm water networks to collect the rainwater from the site area and diverted to the rainwater harvesting pits for recharging the ground water. Run off from building areas during rains will be utilized for harvesting and recharge of ground water. Appropriate water conservation measures will be adopted in regular activities. The Project Proponent would create awareness among industrial associations and housing societies to adopt rain water housing practices for conservation of groundwater resources. (b) Water Supply Total water demand for the operational phase of the proposed project would be 6.69 and 6.63 mld for sector 38 and sector 39 respectively and meet by ground water sources. Water demand to be met through 6 Nos. of tubewells each zone of sector 38 and sector 39 respectively having the yield of 5000 gallon/hr. It has been proposed that all plots of size 1 acres and above (20 Nos. with cumulative area of 30 acres inn sector 38) shall treat the wastewater to the extent of 30% of their discharge to cater for air conditioning, horticulture and extra demand for processing, if any. Additional bore well would be installed at the Jagdishpur village near r river Yamuna. (c) Budget for Providing Water Supply Scheme The approved budget is 1889.59 lacs is estimated for providing water supply scheme for Industrial Estate, Phase-II at Rai. Detail of cost given in following table.

Table-5.4 (a) General abstract of cost for providing water supply scheme for Industrial Estate at Rai Sr. No. Component Cost (Rs), lacs

1. Water supply, distribution arrangement, pump chamber, machinery, capacity power arrangement of sector 38

989.59

2. Water supply, distribution arrangement, pump chamber, machinery, capacity power arrangement of sector 39

900.00

Total 1889.59



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Layout showing water supply zones sector -38



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Layout showing water supply zones sector -39



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5.4.6 Wastewater Management HSIIDC has already developed Industrial Estate Rai in two phases, Phase I is fully functional. To meet the growing demand of industries, it is proposed to develop 341.79 acres of land under phase-II Sector 38 and 369.55 acres of land under Sector 39. As per the sewerage scheme prepared, 75% of water supply demand changed into raw wastewater or sewage. The objective of wastewater treatment is to remove pollutant from the wastewater & to bring the quality of effluent to desired standards. The sewage effluent will be of mixed nature (domestic & industrial) and disposed off through rising main after treatment into drain no. 6 as per norms fixed by Haryana State Pollution Control Board. (a) Provision of CETP at Phase-II Sec.38 & 39, Rai From the past experience, it has been established that for mixed nature of effluent (industrial & domestic), the Activated Sludge Process (ASP) with extended aeration has been found to be the most suitable. The Activated Sludge Process Treatment would be designed to obtain treated effluent with BOD less than 30 mg/l and TSS less than 50 mg/l, to meet the specified standards. The main component of ASP would be as under: (i) Inlet Chamber (ii) Screen (iii) Main Pumping System (MPS)

♦ Wet sump & dry sump ♦ Control room ♦ Gen. set & transformer area ♦ Pumping machinery ♦ Rising main from MPS to Grit Channel

(iv) Grit Removal Unit (v) Primary Settling Tank (vi) Aeration Unit (ASP) (vii) Secondary settling Tank (viii) Disposal of Final Treated Effluent (ix) Handling of Sludge

♦ Sludge Sump ♦ Sludge Pumping ♦ Sludge Thickening ♦ Sludge Drying Beds

The approximate cost of installing the CETP of 6 MLD capacity, excluding the land cost would be Rs. 14 crores. (b) Characteristics of Untreated & Treated Effluent The expected characteristics of composite equalized untreated/ raw effluent containing both industrial and domestic wastewater are given in following table:



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Table-5.4 (b) Characteristics of composite untreated effluent Sl. Parameter Values 1. PH 6.0-8.5 2. Total Suspended Solids, mg/l 250 –500 3. Chemical Oxygen Demand (COD), mg/l 800-1000 4. Biochemical Oxygen Demand (BOD3/27°C), mg/l 400-500 5. Oil & grease, mg/l 40-50

Table-5.4 (c) Effluent discharge criteria Sl. Parameters Value 1. PH 6.5-9.0 2. Total Suspended Solids, mg/l 100, max 3. Chemical Oxygen Demand (COD) 250, max 4. Biochemical Oxygen Demand (BOD3/27°C), mg/l 30, max 5. Oil & grease, mg/l 10, max 6. Sulphates (as SO4), mg/l 1000, max 7. Total chromium (as Cr), mg/l 2.0, max 8. Phenolic Compounds (as C6H5OH), mg/l 1.0, max (c) Disposal of Sewage Effluent and Surface Storm Water of Industrial Estate, Rai

(Phase-II Sec.38 & 39) The scope for providing sewerage system for the proposed Industrial Estate at Rai Phase-II sec.38 & 39 consists of properly designed network of sewerage system for collection of wastewater from the plots and carrying the collected sewage to the site of Common Effluent Treatment Plant, where the sewage will be treated to desired level before disposing off the same to Drain No.6. Minimum size of the sewer line has been taken as 250 mm dia. The system would be designed for running at self-cleansing velocities to avoid silting in the sewer lines. (d) Recirculation Scheme of treated wastewater for the Proposed Industrial Estate at Rai of Phase-II of Sector 38 and Sector 39 Due to the height thread on fresh water, the water conservation and its reuse is emphasized as a solution the local demand of a industry will the full fill by the recirculation of treated wastewater. For this purpose, it should be proposed to meet the demand of fire fighting hydrants, horticulture, air-conditioning, cooling towers, washing, processing and flushing of toilets, by re-circulation of treated effluent from CETP. Re-circulation system has been designed @2000 gallons/acre pressure in the pipeline would be comparatively lower than that in the water supply network, it has been proposed to provide AC pipe class 25, ISI marked for conveyance of this re-circulated water. Pipes and specials would be as per relevant specifications and standards. The treated effluent would be collected in a collection tank of designed half-day detention period and with the help of pumping machinery installed in a pump chamber for this purpose, re-circulation will be achieved. It is further proposed that the tariff for the supply of treated wastewater will be much less than that of fresh water tariff, so that to encourage the consumers to utilize this facility. The total cost of this component of water supply works out to be RS 148.65 lacs and Rs.200 lacs for sector 38 & 39. 6 MLD treated wastewater recirculated and reutilize in other purposes.



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Figure-20: Schematic Flow Diagram of Proposed Common Effluent Treatment Plant (CETP)



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Reuse to meet horticulture & air conditioning

demand etc

RAS

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Bar Screens

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Secondary Clarifier

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Gas Holder

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Pumps

Recovered oil

Solid Waste



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Figure-21: Water Balance Diagram for Sector 38 and Sector 39 of Rai:



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Figure-22:-Storm Water Drainage Layout for Phase-II Industrial Estate at Rai of Sector 38



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Figure-23: Storm Water Drainage Layout for Phase-II Industrial Estate at Rai of Sector 39



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Figure-24: Sewerage Network layout of Sector 38



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Figure-25: Sewerage Network layout of Sector 39



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Figure-26: CETP Layout for Phase-II Industrial Estate at Rai of Sector 38 and Sector 39



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5.4.7 Rain Water Harvesting The rain water harvesting would be essential for the operational phase of proposed project because surface water would be inadequate to meet the water requirements of proposed project. Recharging would be done through pits, trenches, wells, shafts etc. In case of roof top area more than 100 m2, the roof top rainwater harvesting would be made mandatory and would be done by individual plot holders. Figure-27: Rooftop Rain Water Harvesting system technique Rooftop Rain Water Harvesting through trench with Recharge Well

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Most of the parking is in fact, being done on the road, which significantly reduces the carriageway width. Measures to be taken up by project proponent together with industrial associations, housing societies & other stakeholders to alleviate the problem, to some extent, would be as under: Figure-28: Road Network Layout of Sector 38



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Figure-29: Road Network Layout of Sector 39



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♦ No encroachments on residential streets in the form of kitchen gardens/roadside private

greens, large projections/ramps, etc. ♦ The road cross sections may be redesigned wherever possible to accommodate planned car

parking along residential streets, and to create more surface movement space. ♦ The RWAs will have to be called upon to participate in the process for addressing the

parking problems in the residential areas. 5.4.9 Energy Management for proposed Industrial Estate, Rai at sector 38 & 39 The Renewable Energy Department, Haryana Government issued following order vide No. 22/52/05-5p dated 25th June 2008.

♦ The use of Compact Fluorescent Lamps (CFLs) and / or T-5 (28 watt) energy efficient tube lights and/ or Light Emitting Diode (LED) lamps shall be mandatory for all electricity consumers in industrial, commercial and institutional sectors having connected load of 30 KW or above.

♦ In all Central Government offices and Central Public Sector Undertaking institutions/ establishments located in the state of Haryana, the use of Compact Fluorescent Lamps (CFLs) and/ or T-5 (28 Watt) energy efficient tube lights and/ or Light Emitting Diode (LED) lamps shall be mandatory.

(a) Mandatory use of Energy Efficient Street Lights

It shall be mandatory that the street lighting in all existing and new colonies and urban areas notified by the Urban Local Bodies Department, Haryana Urban Development Authority, Haryana State Industrial and Infrastructure Development Corporation, housing complexes, colonies and townships developed by private/ semi government/ autonomous institutions shall use energy efficient street lighting fixtures using T-5 tube lights/ Light Emitting Diode (LED) Lamps/ Low Pressure Sodium Vapour (LPSV)/ High Pressure Sodium Vapour (HPSV)/ Induction Arc Lamps.

HSIIDC, Head Office, at Panchkula issued notice vide letter No. HSIIDC: IA: 2009:5533 to 49-dated 18.03.2009 to all field offices to strictly comply with the mandatory requirements of The Renewable Energy Department, Haryana Government, in context to the use of Energy Efficient Lighting (CFL & T5) energy efficient tube lights and energy efficient streetlights. The notification issued to field offices:

♦ To replace all the incandescent lamps and 40W tubelights with conventional choke with CFL & T5-28W tube lights respectively.

♦ To replace all the old tube light street light fixtures with energy efficient street fixtures.

(b) Energy Requirements for the Proposed Industrial Estate at Phase-II Sec.38 & Sec.39, Rai

(c) The electrical demand for the industrial estate being developed by HSIIDC at Phase- II Sec.38 & Sec.39, Rai



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has been already calculated and electrical infrastructure has already completed (refer letter no. HSIA: B: 10:164, dated 11.05.10). It would be relevant to point out here that BOD/HSIIDC in its 284th meeting held on 7th May 2005 had approved the proposal for rough cost estimation for 630 lacs.

(d) Design & Proposal for Electrification of the HSIIDC at Phase- II Sec.38 & Sec.39, Rai

It is proposed to provide electrical infrastructure in the area comprising 11 KV lines, shifting of existing 11 KV lines falling over the carved out plots, LT lines, distribution transformer & street lights etc. in industrial estate Rai, Phase-II Sec. 38 & 39. (e) Minimization of Impact The project proponent will ensure that best management practices to be followed both during the construction & operational phases of the project to conserve renewable resources. These may include, but are not limited to: ♦ Lighting of only critical areas during non-working hours; ♦ Efficient scheduling of construction crews ♦ Use of energy-efficient lighting; ♦ Minimizing idling of construction equipment and vehicles; ♦ Recycling of used motor oils and hydraulic fluids.

I. Street lighting As per notification issued by Govt. of Haryana vide ref. No. 22/52/05-5 dated 25.06.2008 & DHBVN circular No. D-35/2008 the use of CFL/T-28 Energy Efficient tube lights/ LED lamps shall be mandatory for all electricity consumed in industrial, institutional & commercial sectors having connected load of 30 kW or above. In this context, following proposal has been made:

♦ CFL & LED lights have been proposed on streetlights consisting of 2 units of CFL of 36 watts each to economize power consumption.

♦ 80 watts LED lights have been proposed on 30-meter road on one side at a convenient

distance as per design with 9-meter high steel tabular poles. ♦ 80 watts LED lamps have been proposed on 45-meter road in central verge at a convenient

distance as per design with 11-meter high steel tubular poles. ♦ At road junctions, also 80 watts LED lamps have been proposed. ♦ All street lighting shall be flexible non-metallic, suitable for direct burial, sized to suit wire

sizes with a minimum of 50 mm diameter. Road crossing shall be indirect burial conduit. ♦ Phase wise circuits shall be maintained from pole to pole to ensure energy conservation i.e

1/3” of illumination can be switched off at a time. II. Mandatory use of Solar Water Heating Systems



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The Government of Haryana has issued following directions for efficient use of energy and its conservation in the State of Haryana vide notification No. 22/52/05-5P dated 29th July 2005. (i) The use of solar water heating systems will be mandatory in the following categories of

buildings namely:

♦ Industries where hot water is required for processing

♦ Hospitals and Nursing homes including Government hospitals

♦ Hotels, Motels and Banquet halls ♦ Jail Barracks, Canteens ♦ Housing complexes set up by Group Housing Societies/ Housing Boards

♦ All residential buildings built on a plot of size 500 square yards and above falling within the limits of municipal committees/ corporations and HUDA sectors.

♦ All Government buildings, residential schools, educational colleges, hostels, technical/ vocational education institutes, District Institutes of Education and Training, Tourism Complexes and Universities etc.

(ii) Haryana Renewable Energy Development Agency will act as an approved source for

supply and installation of solar water heating system in the state to ensure the installation of optimally designed quality systems as per the specifications.

(iii) All the line departments like Town and Country Planning Dept, PWD, Housing Board,

PHED, Architecture Dept. will amend their rules/ bye-laws within a period of two months from the date of issue of this order to make the use of solar water heating systems mandatory.

(iv) These departments will also designate a district and a state level nodal officer to monitor

and report the progress of enforcement of the State Government decisions to the Department of Renewable Energy on quarterly basis in the prescribed format.

HSIIDC, Head Office, at Panchkula issued notice vide letter No. HSIIDC: IA: 2006:392 dated 20.04.2006 to all field offices to strictly comply with the mandatory requirements of The Renewable Energy Department, Haryana Government, in context to the use of Solar Water Heating System in buildings. Following proposal has been made for the proposed IE, P-V, Rai in above context: ♦ All traffic signals to operate on the solar system. ♦ All public buildings for proposed IE will have solar water heating system in accordance

with rules in force. III. Energy Efficient Building Design



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Keeping in view the potential of energy conservation in the buildings by incorporating energy efficient and solar passive building design concepts, the Haryana Government has made it mandatory that all the new building to be constructed in Government/ Government aided sector will incorporate energy efficient building design concepts including renewable energy technologies with effect from 30.06.2006. HSIIDC, Head Office, at Panchkula issued notice vide letter No. HSIIDC: IA: 2006:2890 dated 26.07.2006 to all field offices thereby advising them to take appropriate action in context to the broad design guidelines for energy efficient buildings in Haryana. IV. Broad Design Guidelines for energy efficient buildings in Haryana Sl. Design Parameter Recommendation Remarks

1. Orientation Long axis of the building along North-south orientation

2. Window to wall ratio 20-25% window to wall ratio on North & South orientation

♦ To maximize glazing percentage on North & South orientation and to minimize on East and West orientation.

♦ Glazing percentage suggested is enough to achieve recommended daylight level with minimum dissatisfied hours in a 6 m deep space away from opening.

10% window to wall ratio recommended on East & West orientation

3. External Shading For window ht – 1200 mm : Window size

Orientation Shading sizes Recommended glass

Design Remarks

Option-1 East/ West Horizontal projection = 2300 mm

Clear glass Horizontal projection divided into louvers

Most economical option. As per sun path analysis cuts direct radiation of critical hours specific to the orientation

North Horizontal projection = 235 mm

Clear glass Horizontal projection or recess in the masonry

South Horizontal projection = 650 mm

Clear glass Horizontal projection divided into louvers

Window size

Orientation Shading sizes

Recommended glass

Recommended SHGC by Energy Conservation Building Code

Remarks


Glass with SC = 0.58

0.25



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0.25



0.25



0.25 It is recommended to select glass with suggested SC and highest light transmission available



0.25



0.25

Option-4 East/ West No external shading Glass with SC = 0.29

0.25

North No external shading Glass with SC = 0.29

0.25

South No external shading Glass with SC = 0.29

0.25

Non-air conditioned Spaces Design Parameters Recommendations Construction Remarks

Wall alternatives Double brick cavity walls Internal plaster + single brick + air

gap + single brick + external plaster

No insulation required between the cavity

Roof alternatives 1. Shaded + insulated roof with white china mosaic finish

Internal plaster +concrete slab + 3” insulation & water proofing + tile finish

2. Non air conditioned spaces below air conditioned spaces

Ground floor non-air conditioned comfort would be achieved through ceiling fans, while on the upper floors where roofs are exposed to direct solar radiation additional mechanical ventilation is required

Glazing alternatives Single glazing 100% shaded by external shading devices

Air-conditioned Spaces (i) Wall alternatives Design Parameters

Recommendations Construction Remarks Annual Energy Saving

For both daytime and 24-hour occupied building

U-factor : 0.062 Btu/hr ft2 F (0.352 W/m2 C)

1. Brick wall + 3” Extruded polystyrene

Internal plaster + Single brick + insulation + External plaster

Rs.975 / m2 3-10%

2. Brick wall + 3.5” Rock wool Internal plaster + insulation + single brick + external plaster

Rs.525 / m2

3. Brick wall + 3.5” expanded polystyrene

Internal plaster + insulation + single brick + external plaster

Rs.600 / m2

4. Brick wall + 3” polyurethane/ polyisocyanurate spray

Brick wall + 3” polyurethane/ polyisocyanurate spray

Rs.1600 / m2



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(ii) Roof alternatives Design Parameters


For daytime (8-hour) occupied building


- -

1. Roof insulation + 2.5” extruded polystyrene and reflective external surface

Internal plaster + concrete slab + water proofing + insulation + tile finish

Rs.1100 / m2 3-10%

2. Roof insulation + 2” polyurethane spray and reflective external surface


Rs.820 / m2 -

3. Roof insulation + 3.2” perlite and reflective external surface


Rs.570 / m2 -

4. Roof insulation + 6” insuplast and reflective external surface


Rs.608 / m2 -

Design Parameters


For 24-hour occupied building


- -

1. Roof insulation + 4” extruded polystyrene and reflective external surface


- 3-10%

2. Roof insulation + 3.2” polyurethane spray and reflective external surface


- -

3. Roof insulation + 5.5” perlite and reflective external surface


- -

(iii) Glazing alternatives Sl. Recommendations Remarks Annual Energy

Saving 1. U-factor : 0.56 Btu/hr ft2 F

(3.177 W/m2 C) ♦ Solar heat gain coefficient : 0.25 ♦ Visible light transmittance : 50%

-

(a) Lighting System Building Component NBC standard for illumination ECBC standard for

LPD Drawing boards 500-750-1000 15.1 General office 300-500-750 11.8 Computer workstation 300-500-750 11.8 Conference room 300-500-750 14



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Executive office 300-500-750 11.8 Computer & data preparation rooms 300-500-750 11.8 Drawing office general 300-500-750 11.8 Filing 200-300-500 8.6 Computer aided design & drafting 200-300-500 11.8 Print rooms 200-300-500 11.8 Public area 200-300-500 11.8 Entrance hall 150-200-300 12.9 Lobby atrium 150-200-300 6.5 waiting rooms 150-200-300 12.9 Canteen 150-200-300 12.9 Dining rooms 150-200-300 9.7 Rest rooms 100-150-200 9.7 Circulation 50-100-150 5.4 Lift 50-100-150 5.4 Corridors 50-100-150 5.4 Stairs (active) 50-100-150 6.5 Ramps 30 6.5 Interior parking area 5-20 - 5.4.10 Rehabilitation and Resettlement (R&R) Plan The aim of R&R plan is to minimize large-scale displacement, as far as possible. Only the minimum area of land commensurate with the purpose of the project may be acquired. Also, as far as possible, projects may be set up on wasteland, degraded land or un-irrigated land. Acquisition of agricultural land for non-agricultural use in the project may be kept to the minimum; multi-cropped land may be avoided to the extent possible for such 'purposes, and acquisition of irrigated land, if unavoidable, may be kept to the minimum. The area reserved for R&R plan is as follows:

• In sec-38: 40.46 acres area have been reserved • In sec-39: 22.77 acres area have been reserved.



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Figure-30: R & R Plan Layout of Sector -39



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5.5 Management Plan for Handling Emergencies An important element of mitigation is the emergency planning i.e. recognizing that accidents are possible, assessing the consequences of such accidents and deciding on the emergency procedure both onsite and offsite, which are to be implemented in the event of an emergency. Emergency planning is just one aspect of safety and can not be considered in isolation. In particular, it is not a substitute for maintaining good standards within plant operations. Before starting to prepare the plan, plant management should ensure that the necessary standards and safety precautions are in place. Hence, the overall objectives of a Disaster Management Plan would be ♦ To localize the emergency and if possible, eliminate it. ♦ To minimize the effects of the accident on people and property.

5.5.1 Fire Fighting Measures In order to ensure effectiveness in management of fire hazard, housing societies, project proponent and other stakeholders could envisage following instructions. ♦ Inform fire brigade in the event of major fire. ♦ Evacuate area and fight fire from a safe distance or protected location. ♦ Approach fire from upwind to avoid toxic decomposition products. ♦ Stop leak before attempting to stop the fire. If the leak cannot be stopped, and if there is no

risk to the surrounding area, let the fire burn itself out. ♦ If the flames are extinguished without stopping the leak, vapors could form explosive

mixtures with air and re-ignite. ♦ Water can extinguish the fire if used under favorable conditions and when hose streams are

applied by experienced firefighters trained in fighting all types of flammable liquid fires. ♦ If possible, isolate materials not yet involved in the fire, move these from fire area if this

can be done without risk, and protect personnel. ♦ Fire-exposed material should be cooled by application of hose streams and this should begin

as soon as possible (within the first several minutes). ♦ Water sprinklers can be used to dilute spills to nonflammable mixtures and flush spills away

from ignition sources. ♦ Do not enter in the area of fire without wearing specialized protective equipment suitable

for the situation. Firefighter's normal protective equipment (Bunker Gear) may not provide adequate protection. Chemical resistant clothing (e.g. chemical splash suit) and positive



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pressure self-contained breathing apparatus (OSHA/NIOSH approved or equivalent) may be necessary.

(a) Emergency Plan

Project proponent is suggested to envisage the Onsite Emergency Plan for the proposed Industrial Estate at phase-II Sec. 38 & Sec. 39 at Rai, to maintain the Environmental Health & Safety, to the best conditions with following salient features: ♦ Designation & responsibility for contingency management as well as emergency response

system to be made known to each industry in the Industrial Estate and their employees. ♦ Standard operating procedure for handling for specific accident and emergency to be

circulated among industries and individual industry will also make their own SOP in this regard.

♦ Effective co-ordination should be made with the outside agencies, such as fire Brigade,

Civil and Defense Hospitals etc. ♦ Every person directly or indirectly to be involved with the proposed industrial estate should

be made known about the safety procedures. ♦ Safety Checklist should be made by individual industries of various emergencies and safety

of equipment, to ensure effectiveness of the system in place. ♦ Full utilization of available resources, internal as well as external should be ensured for

handling emergencies. ♦ A multi-disciplinary team should be formed to handle emergencies. Adequate protective

equipment should be kept in the unit. ♦ Communication meeting dealing with safety would be held regularly among member

industries. (b) Emergency Organization Project Proponent is suggested to set up Emergency Organization for management of disaster, if any occurred, during the operational phase of the proposed project. There will be the Crisis Coordinators from the members industries. A Chief Coordinator will ensure the functioning of organization structure during emergency. The Chief Coordinator will organize a team responsible for controlling the incidence with the personnel under his control. Emergency Coordinators would be appointed who would undertake the responsibilities like fire fighting, rescue, rehabilitation, transport and provide essential support services. For these purposes, Security In-charge, Personnel Department, Essential services personnel would be engaged. (c) Emergency Communication

Communication is a significant factor in handling an emergency. Communication includes physical and administrative means by which information with respect to emergency can be



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rapidly disseminated for offsite emergency response. These also include emergency response actions, which must be taken to protect health and safety of the personnel and the public. Without adequate communication, successful emergency planning cannot be exercised. (d) On- site Plan The on-site protective actions include. ♦ Notification of emergency to all the personnel within the industrial estate by siren or alarm

or public address system ♦ Notification for evacuation of personnel by based on the extent of emergency. ♦ Examination of evacuees for injuries and / or exposure to hazardous material.. ♦ Manage a team for searching and rescue operation (e) Off-site Areas In the event of a significant emergency condition potentially affecting off-site population, off-site authorities should be immediately notified in accordance with the emergency response procedures. Prompt off-site notification is essential for mitigating the emergency condition and minimization of any impact on personnel off-site, particularly in case of an emergency occurring along the pipeline corridor outside the pumping station The Project proponent should provide the following facilities

♦ The treated wastewater recirculation system is going to provide water for fire control.

The fire hydrants are going to be installed in whole industrial estate at 100-200 meters

intervals. These fire hydrants run by the treated wastewater.

♦ Smoke detectors for automatic fire detector alarm as per IS 11360 in each individual

industries coming up in this industrial estate.

♦ Heat sensitive automatic fire detector alarm as per IS 2175 in each individual industries

coming up in this industrial estate.

♦ Industries will follow the guideline IS 1646 for electric installation in industrial building.

♦ HSIIDC will establish the team of fire safety specialists who can regularly monitor the

installed equipments and take care of its maintenance and different areas of assemblies,

open area.

♦ HSIIDC display the fire rescue plane, evacuation plan in every 500-1000 meters in

industrial estate.

♦ The responsibility of the fire safety in IE lies with Municipal Corporation of that area.



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♦ Industries will install all types of fire extinguisher for different classes of fire, details

given below :

Type of Fires Suitable Type of Appliance

A-Fire in ordinary combustible (wood, vegetable,

fibers, paper and the like)

Chemical extinguishers of Soda-acid gas/expelled water

and anti-freeze types, and water buckets

B- Fires in flammable liquids, paints, grease, solvents

and the like

Chemical extinguisher of foam, carbon dioxide and dry

powder

C- Fires in gaseous substance under pressure Chemical extinguisher of dry powder and carbon dioxide

types

D- Fires in reactive chemical, active metals etc Special type of dry powder extinguishers and sand buckets

E- Fires in Electric Equipments Chemical Extinguisher of Carbon dioxide and dry

chemical powder sand buckets.

♦ HSIIDC will request to Municipal Corporation will inspects fire extinguisher regularly. ♦ The Municipal Corporation will regularly remove all the waste accumulation, Separate

metal containers for oil rags, paint rags, paint scrapings, waste flammable liquids, and

wood warnings and off cuts provided for preventing the fire spread.

♦ HSIIDC and coming industries will follow National Building Code Part 4 for fire and

life safety.

♦ HSIIDC and allotted industries will follow IS 12349 for safety signs and it will be

indicated in every party of industrial estate and help in fire fighting.

♦ Every industry will have first aid facilities.

♦ There is no any industry who deals with explosive chemical and materials.

♦ Fire safety drill is going to be done on regular interval by Municipal Corporation in the

IE.

Following details of Fire fighting station will be provided to the industry by the HSIIDC

Fire Stations in Haryana Fire Station Numbers Distance from Fire Stations to IE

Fire Force Headquarters

District Fire Station

Total Number of Fire Stations

Road Distance between Fire Stations Fire Station Distance from one Fire Stations to another Distance of IE



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Position of Fire Appliance in a Industry Fire

Station

WT HWT CRT EMT MFT/MSB BDV IFT FOAM/T HYD/PF RES/T MPU MC AMB Total

Note:

WT= Water Tender, HWT= Heavy Water Tender, CRT= Crash Tender, EMT= Emergency

Tender, MFT= Multipurpose Fire tender, BDV= Break Down Van, HPL= Hydraulic Platform,

RV= Rescue Van, MUP= Motor Pump Unit, AMB = Ambulance, FOAM/T= Foam Tender,

MC= Motor Cycle

Telephone Number of Fire Stations Name of Fire Station Telephone Number

Important Telephone Numbers Fire Station Water

Supply

Electric Dept Health

Services

Ambulance

Trust

LPG Eg..

Cell

Collector Police Station

Water Resources Fire

Station

FH OHR CAP GLR CAP WELL CAP OWS CAP

Where

FH= Fire Hydrants, OHR= Over Head Reservoir, CLR= Ground Level Reservoir, OWS= Other

Water Resource, CAP = Capacity

Details of Fire Control Room Fire Control Person to be Contacted Telephone Number



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Room Name Designation Telephone Mobile Fax Residence

The facilities for firefighting would comprise of fire hydrant network, fire fighting pumping units, hydrant valves, monitors, fire detection alarm, fire-extinguishing system and above ground fire water storage tanks. Codes and Standards to be used as a part of Fire Safety Measures would include: IS 1641:1988 Code of practice for fire safety of buildings (general): General principles of fire

grading and classification. IS 1646:1997

Code of practice for fire safety of buildings(general) electrical installations

IS 1642:1989

Code of practice for fire safety of buildings (general): Details of construction

IS 1644:1988 Code of practice for fire safety of buildings (general): Exit requirements and personal hazard

IS 1649:1962 Code of practice for design and construction of flues chimneys for domestic heating appliances

IS 2175:1988 Specification for heat sensitive fire detectors for use in automatic fire alarm system

IS 2189:1988 Code of practice for selection, installation and maintenance of automatic fire detection and alarm system

IS 2190:1992 Code of practice for selection, installation and maintenance of portable first-aid fire extinguishers

IS 2309:1989 Code of practice for the protection of buildings and allied structures against lighting

IS 1360:1985 Specification for smoke detectors for use in automatic electrical fire alarm system

SP 7:1983 National building code of India: Part IV Fire protection

(g) Fire rescue plan The hazardous environments created during emergencies, a group of dedicated and well-trained professional emergency responders and medical service personnel are tasked with containing and mitigating these incidents, rescuing individuals at-risk, and providing medical assistance to the injured.

If there is a large employer, handling hazardous materials and processes or have employees regularly working in hazardous situations, It is advisable to rely on resources available in the unit itself for these specialized services. However if external departments or agencies, such as the local fire and police departments, medical clinics or hospitals, and ambulance services, make sure they are prepared to respond as outlined in your plan. For example:

♦ Have members of the local fire department conduct a walk-through of your workplace so they are familiar with the layout and any potential hazards.

♦ Establish a relationship with a local ambulance service so transportation is readily available for emergencies.



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♦ Make arrangements with nearby medical clinics or other facilities to handle emergency cases and to provide medical and first aid services to employees.

♦ If a PHC, clinic, or hospital is not close to your workplace, ensure that onsite person(s) have adequate first-aid training. It is advisable to take help of local safety councils, fire departments, or other sources that may be able to provide this training.

♦ Treatment of a serious injury should begin within three to four minutes of the accident. Consult with a physician or other professional to order appropriate first-aid supplies for emergencies.

(h) Lightening arrestors The plan for the installation of lightning/surge arresters to protect buildings, utilities and houses is a part of feasibility report and hence to be submitted by PP. The details about the lightning arrester are given below: Electrical and electronic equipment, irrespective of whether they are inside a safe building or not, can go bad due to lightning energy entering their circuit directly or by some other path. These equipments can be protected to a considerable extent from damage by installing a Lightning Arrestor. Lightning Arresters provide a means by which lightning currents may enter or leave the earth without passing through the circuitry to be protected. Lightning Arresters installed in equipment behave as if it is absent so that the normal operation of the equipment is not at all affected. During a lightning event if the voltage in the installed circuit goes up beyond a value due to lightning energy the arrestor becomes active due to the high voltage leading to a short circuit of the lightning energy to earth. The time taken for the arresters to become active is of the order of 1/109 second. Hence, the arrestor prevents the lightning energy from entering the equipment. The Lightning Conductor The Lightning Conductor, which is, also known as Lightning Rod or Air Terminal is one of the best-known forms of shielding device and has been in use in protecting buildings and facilities where protection is mandatory such as, storage tanks for petroleum products, warehouses for explosives etc. The main purpose of the lightning rod is to provide a point well above the structure to be protected with a very good, earthed connection so that the lightning energy gets diverted into ground without damaging the structure. Lightning Conductors must be exposed and should be placed at the highest levels. They may be painted for protection against corrosion. There is a code of practice on Lightning Conductor and its installation published by the Bureau of Indian Standards. Conformance to this will make the Lightning Conductor effective. Earthing The earthing done for domestic power supply is not at all sufficient for lightning conductor earth. This is evident from the magnitude of currents involved in lightning, which is more than two orders of magnitude higher than the domestic supply currents. However, because of the high voltage involved, proportionally heavy earthing is not needed, as the voltage itself will drive it into ground.

Cone of Protection



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This is a term used to describe the volume of protection offered and it provides a simple graphical tool for installing a Lightning Conductor protection system.

5.5.2 ELECTRICAL SAFETY

Electricity is good servant but bad master. It can prove to be very dangerous if circuits are not properly protected. The major fault that appears in electrical network or equipment is termed as short circuit. In short circuit, the supply phase and neutral or earth is short circuited accidentally due to foreign metallic substance coming in contact with phase & neutral or earth or due to overload thereby damaging the insulation resulting in short circuit i.e. directly connected resulting in heavy current flow called "short circuit current". This high current heats up the terminations, switches, plugs & cable due to which temperature rises to such a high degree that it is sufficient to generate sparking which further leads to fire.

Protection of Circuits

In order to restrict the short circuit currents and also to cut off or isolate the faulty circuit from electric supply so that high short circuit current is interrupted before fire starts, appropriate protective devices need to be used as given below:

Rewirable Fuses

It is strongly recommended that fuse wires of correct current rating should be used. Do not increase the fuse capacity for preventing or eliminating frequency fuse blow-ups.

It is essential to locate the causes and eliminate the same. Replacing fuse wires of higher capacity may invite troubles in the form of fire & damage to supply system and surroundings.

HRC Fuses

High Rupturing Capacity (HRC) fuses are capable of clearing short circuit & arcs. However, they are much more costlier and hence, application is mostly restricted to commercial & industrial wiring or higher capacity loads.

MCBs:

Miniature Circuit Breakers are gaining increasing prominence in household and distribution wiring in shops & commercial establishments as it effectively forms combination of switch & fuse with specified level of fault clearing capacity. It can be used to protect individual circuits. It has an advantage since no replacement is required and it can be reset on elimination of fault and switched on again.

Electrical accidents are caused mainly by careless use of electricity, such as:

1) Lack of knowledge about functioning of equipment. 2) Using faulty electrical cords/sockets. 3) Use of extension cords without taking proper precautions. 4) Improper earthing of the device. 5) Faulty designs/inter-locks.

The major factor, which plays a vital role in severity of electric shock, is amplitude of current, and part of human body through which it passes. For accident to happen, current of sufficient magnitude must flow through vital organ thus impairing its function. When a person accidentally touches a live wire, the severity depends upon the skin resistance of that person,



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which varies from 1 K Ohm to 11 M Ohms. Generally, current amplitude more than 30 milli Amps is sufficient to give shock, which can be fatal.

Methods of Accident Prevention

(i) Grounding

• It has been observed that in many industrial, domestic and commercial premises, grounding system has become unreliable. It is essential that earth resistance should be as low as possible. It is specified that for protective purpose, the same should not exceed 0.2 Ohms.

• Under no circumstances, earthing wire in the house/flats should be connected to water pipes. This not only gives shock in your premises but to someone else also. Water pipes are coming down from terrace and are not earthed.

(ii) Isolation transformers

♦ Use of isolation transformers reduces the amount of leakage current considerably. Electrical supply is available at the tip of the finger. As a source of power in some ways, it is less hazardous than steam or other prime movers. Failure to take proper precautions in its use creates conditions which can result in injury, fatality or damage to property. Elimination of most of these hazards is neither difficult nor expensive. However, ignoring those leads to serious accidents.

The hazards can be classified as

1. Electric shock 2. Fire

Causes leading to fire are as under:

a) Overloading of conductors/cables and equipment. b) Electrical heat source close to flammable materials. c) Short circuits in wiring/cables. d) Poor or loose connections giving rise to sparking. e) Use of inferior grade materials/equipment. f) Frequent blowing of fuses leading to heavy sparking. g) Generation of static electricity.

Electrical fires could be avoided by taking, following precautions

1) Use good quality (ISI) wires/cables. 2) Avoid joints in wiring - soldering and proper mechanical joints should be made if the

same cannot be avoided. 3) All wiring should be renewed after ageing. 4) Fuses used for protection should be of adequate capacity. The ratings should not be

increased without ascertaining reason of fuse blowing. 5) Fuse boards should be away from combustible materials like paper, oil, curtains etc.

Electrical Accidents reporting top Government Authorities

Electrical accidents are required to be intimated to the Electrical Inspector by persons on whose premises/electrical installation the accident takes place. The relevant provision of intimation of accidents is prescribed under rule 44A of Indian Electricity Rules 1956. As stated in the rules, a telegraphic / telephonic report should be submitted to Electrical Inspector within 24 hours of



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knowledge of occurrence of fatal accident and a written report within 48 hours in prescribed format.

General Safety Precautions

Accidents do not just happen - they are results of unsafe conditions or unsafe acts or combination of both! In order that we prevent accidents, it is necessary to follow the guidelines given below:

1. Haste causes many accidents, be sure of what you are doing. 2. Immediately report to person in-charge any dangerous condition or practice you have

observed. 3. Before working on motors or other rotating machines, make sure that it cannot be set

in motion without your permission by removing fuses & installing danger board on controlling switch.

4. Thoroughly discharge all cables to earth before starting the work. 5. Place rubber mats in front of switchboards. 6. Do not close any switch unless you are familiar with the circuit which it controls and

know the reasons for it being open. 7. Do not work on live circuits. Make sure that all safety precautions have been taken. 8. Do not close or open switch hesitantly. - do it quickly and positively. 9. Do not throw water on live electrical apparatus in case of fire. Use proper

extinguisher.

Preventions while working on High Voltage Installations

1. All voltages shall be considered dangerous even though voltage may not be high enough to produce severe shock (80V onwards).

2. All electrical circuits are to be treated as live and no work i.e. maintenance repairs, cleaning etc is to be carried out on any part of the apparatus unless -

– Such parts are dead i.e. totally de-energized.

– Isolated and all steps taken to lock off from live conductors.

– Effectively earthed.

– Released to work by issuing work permit by authorized person.

– Confirmation for de-energisation is received.

3. Visitors & unauthorized persons should not be allowed to touch or handle electrical apparatus or come in danger zone of high voltage equipment.

4. Loose clothing, metal (straps) watch, rings, chains etc. should be avoided.

Electric Shock

It can be defined as sudden & accidental stimulation of body's nervous system by electric current.

Electric Shock can felt due to following:



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When body becomes part of the circuit and current enters at one point and leaves from the other point; which can happen - With both wires of the electric circuit; With one wire of the energized circuit and the ground; With metallic part that has become hot by itself in contact with energized wire.

Electric Shock Severity:

The severity of electric shock depends on -

– The rate of flow of current through the body.

– The path of the current through the body.

– The length of time the body is in circuit.

– Frequency of current.

– Phase of heart cycle when shock occurs.

– Physical and psychological condition of the person.

HUMAN RESISTANCE:

Body area Resistance to Current

1. Dry Skin 100K. Ohms to 660 K. Ohms

2. Wet skin 1K. Ohm

3. Hand to Foot 400 Ohms to 600 Ohms

4. Ear-to-Ear 100 Ohms

Reason for Electric Shock:

♦ Touching bare live conductor touching poorly insulated conductor ♦ Open/short circuit due to equipment failure ♦ Static electricity ♦ Lightning ♦ Touching body of an equipment which has become live.

Earth Leakage Circuit Break (ELCB)

Indian Electricity Rules 1956 was amended in 1985 to include use of ELCB a mandatory requirement for more than 5 KW of electrical load to take care of electrical current leakages that may result into shock. The salient features of this ELCB are -

⎯ Current operated ⎯ Operates on core balance current transformer principle. ⎯ Operates even in case neutral failure. ⎯ Trips within 30 milli seconds. ⎯ Trip free mechanism - i.e. during fault resetting is impossible and trips even if

held forcibly in "ON" position. ⎯ Operational life - more than 20,000 operations upto 63 A and more than 10,000

operations for 80 A & 1OOAmps. ⎯ 10 KA short circuits withstand capacity.



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⎯ Available upto 100A, 2 poles & 4 pole for sensitivities from 30 milli amps onwards. (100 A & 300 A sensitivities are also available depending upon requirements.)

Static Electricity

Static electricity is the energy flowing in circuits that are generally considered nonconductors of electricity. It is considered as nuisance hazard. However can cause fire & explosions when fuel, oxygen & heat are present in the vicinity. Static electricity hazard exists only under the following conditions in combination:

a) Electric charge must be generated.

b) The charge must be accumulated in a liquid or solid causing an electric field to be formed in an accompanying gas mixture.

c) The electric field must cause spark with intensity sufficient to ignite gas mixture.

d) The gas mixture must be flammable.

e) Static electricity is also generated from frictional or rolling contact between bodies i.e. belts, agitation and mixing.

Prevention of Static Electricity

A. Prevent charge generation.

B. Prevent charge accumulation

C. Prevent discharge from being dangerous.

D. Take measures to render gas mixture non-flammable.

The bodies which are well insulated from each other and ground can only accumulate electrostatic charge - otherwise, charges leak away and recombine with their counterparts as fast as they are formed. Earthing is necessary to prevent accumulation of electric charge on equipment.

Lighting

Lightning is a huge spark caused by electrical discharge taking place between clouds, within the same cloud and between clouds and the earth. Lightning is one of the most serious causes of over voltages. Lightning apart from damaging power equipment due to failure of insulation, can also cause damage to buildings, farms etc. However, damage to human beings is comparatively less. The phenomenon of accumulating positive or negative charge on clouds is a result of some atmospheric processes during thunderstorms. Thus, the cloud gets charged either positively or negatively and when it passes over the earth, it induces opposite charge on earth. When the charge acquired by the cloud increases, it results into increased potential between earth and cloud. The lightning starts when the potential is of the order of 5-20 million volts. The lightning propagates through air in jerks at a speed approximately equal to speed of light and carries current in the vicinity of 100 amps. The lightning stroke, which appears to eye as a single flash, is in reality made of number of separate strokes that travel down. Whenever there is a thunderstorm, it is advisable that one should not -

– Sit under the tree

– Swim in open water



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– Fly Kites.

The protection to the power lines and power equipment against lightning is provided as under:

1. Ground potential wires with sufficient mechanical strength are provided along with transmission lines to shield the live conductors from direct strokes.

2. Lightning arresters of different types are provided on outdoor switches/ transformers for protection.

3. The lightning stroke can also affect high rise buildings hence to ensure safety of building & persons inside, the lighting conductor with spikes are provided at the tallest point of the building and this spike along with conductor is directly connected to earth pit in ground. Any charged cloud in the vicinity of the spiked conductor is discharged. Generally, any charge coming in the periphery of 120 degrees of this conductor placed at highest point of building is taken care by this type of lightning conductor.

Housewarming

Electricity Boards or Supply Companies generally give single phase supply upto 5 KW connected load and 3 phase supply to consumers having load more than 5KW. It is suggested that following precautions should be taken while carrying out wiring:

1. Always use copper wires/cables of adequate size or one size above the load requirement. Increase in size of the conductor reduces resistance thereby heat generation and fire hazard is minimized. This also reduces the energy loss in wiring.

2. Electrical power circuits and communication circuits e.g. telephone should run in separate conduits/casing copings.

3. The wiring for high power consuming equipment viz. air-conditioner, geyser etc. should be run separately with separate neutral brought from supply terminal. This reduces voltage fluctuation in other loads.

4. Normally, in house wiring single pole switches are used which ensure that switches are in the "live" or "phase" wire of the circuit connected to appliance. If the switch is connected in "neutral" wire, the equipment/circuit can give shock even though switch is in "off" position.

5. Proper earthing is must in house wiring. Only proper earthing will guarantee safety to you and your family (hence, earthing must be checked periodically).

6. All appliances are provided with three pin plugs. Please ensure that earthing wire is connected to all such plugs.

7. Always ensure that connections to sockets are made by 3 pin plugs and not by inserting loose wires or 2 pin plugs.

8. To prevent shocks & protection against fault in appliances, Earth Leakage Circuit Breaker (ELCB) needs to be installed.

9. In case of repeated tripping of ELCB, locate the fault and eliminate the same instead of bypassing ELCB.

10. Before adding heavy power consuming equipment viz. geyser, window AC etc. ensure that wiring is of adequate capacity to take this additional load.

11. Earthing wire should never be used as a return wire of any electrical circuit and it's use should be restricted only for the purpose of equipment body earthing.

Safety Precautions in Domestic Installations

1. Do not touch an electric switch or appliance when hands are wet.

2. Be alert while replacing fuse/inserting plugs.



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3. Do not use copper wire as a substitute for fuse wire.

4. Do not use wires with poor insulation.

5. Do not replace fuse unless cause is detected.

6. Do not hang wet clothes on electrical fittings/conducts.

7. Use 3 pin plugs and ensure that earth connection is proper.

8. Take help of qualified electrician for any alterations / modifications in wiring.

9. Do not replace bulb or any appliance with switch in "ON" condition.

10. Do not shift any appliance with switch in "ON" condition.

11. Check earthing frequently for physical damage, if any.

12. In case minor shock is felt anywhere, do not neglect it - contact licensed electrician.

13. Check the electrical specifications of equipment before it is switched "ON" viz. 110V, 230V, 110V, 440V etc.

GENERAL

Following safety requirements shall be complied with before the contractor uses the power supply.

1. The contractor shall submit a list of licensed electrical staff to be posted at Site.

2. It shall be the responsibility of the contractor to provide and maintain complete installation

on the load side of the supply point with regard to the safety requirements at Site. All cabling

and installation shall comply with the appropriate latest statutory requirements given below

and shall be subject to approval of the Engineer-in-Charge:

♦ Indian Electricity Act.

♦ Electricity (Supply) Act.

♦ Indian Electricity Rules.

♦ National Electricity Code.

♦ Other relevant rules of Local Bodies and Electricity Boards.

The power supply shall be regulated as per the terms and conditions of the supply of the respective electricity boards.

♦ Where distribution boards are located at different places the contractor shall submit schematic drawing indicating all details like size of wires, overhead and Cable feeders, earthing etc. The position and location of all equipment and switches shall be given.

♦ The contractor shall make his own arrangement for main earth electrode and tapings thereof. The existing earth points available at site can be used at the discretion of Client with prior permission. Method of earthing, installation and earth testing results shall conform to relevant I.S. Specifications (IS: 3043).



5.0

♦ All three phases’ equipment shall be provided with double earthing. All light fixtures and portable equipment shall be effectively earthed to main earthing.

♦ All earth terminals shall be visible. No gas pipes and water pipes shall be used for earth connection. Neutral conductor shall not be treated as earth wire.

♦ The contractor shall not connect any additional load without prior permission of Client.

♦ Joints in earthing conductors shall be avoided. Loop earthing of equipment shall not be allowed. However, tapings from an earth bus may be done.

♦ The entire installation shall be subjected to the following tests before energisation of

installation including portable equipment: • Insulation resistance test. • Polarity test of switches. • Earth continuity test. • Earth electrode resistance.

The test procedures and their results shall conform to relevant standards.

Electrical Shock

Flow of electric current through human body is the cause of electrical shock. On receiving electrical shock a person may be bodily injured being thrown away on the same level or due to fall from height as he lose his balance when working at height. If electrical path is through heart, the accident can be fatal

Burns

♦ Burns are caused by electrical flashes if a body part comes with in flashing distance of high voltage current.

♦ Burns may be caused due to short circuit also. ♦ Short circuit may lead to electrical flashes causing burns.

It is therefore important to adhere to all safety measures for prevention of Electrical hazards.

♦ Only authorized and qualified persons should undertake electrical repairs and other electrical works.

♦ Treat all circuits are live unless ensured after testing to be DEAD ♦ Use Standard switches sockets and other fittings of adequate rating required for the

operation ♦ Use double insulated 3 core cables and ensures cables are free from insulation failure ♦ All electrical supply is controlled through circuit breakers and competent person for its

effective operation periodically checks the same. ♦ Ensure all electrical appliances and Electrical portable tools are effectively earthed. ♦ Do not allow unsafe temporary connections, naked joints/wiring ♦ Don’t work on electrical equipments in wet environment /on wet floors ♦ Don’t over load electrical point/equipment ♦ Don’t crowd things near electrical mains /switches and keep access free from

obstructions. ♦ Don’t make trail & errors and short cuts. Follow safe procedures



5.0

Installation

Following guidelines are provided for general observations: ‐

♦ Only persons having valid wireman’s license/competency certificate shall be employed for carrying out electrical work and repair of electrical equipment, installation and maintenance at site. A qualified licensed Supervisor shall supervise the job.

♦ Electrical equipment and installations shall be installed and maintained as to prevent danger from contact with live conductors and to prevent fires originating from electrical causes like short circuits, overheating etc. Installation shall not cause any hindrance to movement of men and materials.

♦ Materials for all electrical equipment shall be selected with regard to working voltage, load and working environment. Such equipment shall conform to the relevant standards. Minimum clearance to be maintained for all overhead lines along roads and across roads shall be as per the statutory requirements.

♦ Grounding conductor of wiring system shall be of copper or other corrosion�resistant material. An extra grounding connection shall be made in appliances/equipment where chances of electric shock are high.

♦ Electric fuses and/or circuit breakers installed in equipment circuits for short circuit protection shall be of proper rating. It is also recommended that high rupturing capacity (HRC) fuses be used in all circuits. For load of 5 kW or more earth, leakage circuit breaker shall be provided in the circuits.

♦ Wherever cables or wires are laid on poles, a guard wire of adequate size shall be run along the cables/wires and earthen effectively. Metallic poles as a rule, shall be avoided and if used shall be earthen individually. Anti climbing guards and danger, notices shall be provided on poles. Each equipment shall be an individual isolating switch.

♦ Wires and cables shall be properly supported and an approved method of fixing shall be adopted. Loose hanging of wires and cables shall be avoided. Lighting and power circuits shall be kept distinct and separate.

♦ Reinforcement rods or any metallic part of structure shall not be used for supporting wires and cables, fixtures, equipment, earthing etc.

♦ All cables and wires shall be adequately protected mechanically against damages. In case the cable is required to be laid underground, it shall be adequately protected by covering the same with bricks, Plain Cement Concrete (PCC) tile or any other approved means.

♦ Using suitable cable glands shall properly terminate all armored cables. Using cable lugs/sockets shall connect multi�stranded conductor cables. Cable lugs shall preferably be crimped. They shall be of proper size and shall correspond to the current rating and size of the cable. Twisted connections will not be allowed.

♦ All cable glands, armoring and sheathing of electric cable, metal circuits and their fittings, metallic fittings and other non�current carrying parts of electrical equipment and apparatus shall be effectively grounded.

♦ All the Distribution Boards, Switch Fuse Units, Bus bar chambers, ducts, cubicles etc. shall have MS enclosures and shall be dust, vermin and waterproof. The Distribution Boards, switches etc. shall be so fixed that they shall be easily accessible. Changes shall be done only after the approval of the Project Manager.

♦ The contractor shall provide proper enclosures/covers for protection of the entire switchboard, equipment etc. against rain. Exposed live parts of all electrical circuits and equipment shall be enclosed permanently. Crane trolley wires and other conductor which cannot be completely insulated shall be placed such that they are inaccessible under normal working conditions.



5.0

♦ Ironclad industrial type plug outlets are preferred for additional safety. ♦ Open type distribution boards shall be placed only in dry and ventilated rooms; they shall

not be placed in the vicinity of storage batteries or otherwise exposed to chemical fumes. ♦ Isolating switches shall be provided close to equipment for easy disconnection of

electrical equipment or conductors from the source of supply when repair or maintenance work has to be done on them.

♦ In front of distribution boards a clear space of 90 cm shall be maintained in order to have easy access during an emergency.

♦ Adequate working space shall be provided around electrical equipment, which requires adjustment or examination during operation.

♦ As far as possible electrical switches shall be excluded from a place where there is danger of explosion. All electrical equipment such as motors, switches and lighting fittings installed in workroom where there is possibility of explosion hazard shall be explosion proof.

♦ All connections to lighting fixtures, starters or other power supplies shall be provided with PVC insulate, PVC sheathed twin/three/four core wires to have better mechanical protection for preventing possible damage to equipment or injury to personnel. Taped joints shall not be allowed and the connections may be made in looping system. Electric starter of motors, Switches shall not be mounted on wooden boards. Only sheet steel mounting or iron framework shall be used.

♦ All the lighting fixtures and lap holders shall be of good quality and in good condition. Badly repaired or broken holders, etc. shall not be used.

♦ Only PVC insulated and PVC sheathed wires or armored PVC insulated and sheathed cables shall be used for external power supply connections of temporary nature. Weatherproof rubber wires shall not be used for any temporary power supply connections. Taped joints in

♦ the wires shall not be used. ♦ The bulbs/lamps used for illumination and testing purpose shall have cover or guard to

protect them from accidental breakage. Only 24 V supply system shall be used for hand lamps etc. while working inside metallic tanks or conducting vessels.

Portable Electrical Equipment

♦ Portable electrical equipment shall be regularly examined, tested and maintained to ensure that the equipment and its leads are in good order. Register shall be maintained for inspection, recording the testing dates and results of the equipment.

♦ All portable appliances shall be provided with three�core cable and three�pin plug. The third pin of the plug shall invariably be earthen. It shall be ensured that the metal part of the equipment shall be effectively earthen.

♦ All connections to portable equipment or machines from the panel/distribution board/extension board shall be taken using 3 core double insulated PVC flexible copper wires in one length. No joints shall be allowed in this flexible wire. In case single length of wire is not sufficient for a particular location then the supply can be tapped by providing another extension board comprising of switch and socket.

♦ Flexible cables for portable lamps, tools and apparatus shall be regularly examined, tested periodically and maintained to ensure safety.

5.6 Post-Project Monitoring



5.0

Present study for EIA/EMP has been carried out over a shorter period 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 objectives of monitoring, therefore, would be: ♦ To follow the trend of parameters which have been identified as critical; ♦ To ensure the efficiency of the controlling measures; ♦ To ensure that new parameters, other than those identified in the impact assessment study,

which do not become critical through the commissioning of new installations or through the modification in the operation of existing facilities;

♦ To check assumption made with regard to the development and to detect deviations in order

to initiate necessary measures.

Table-5.6 (d) Post-project Monitoring Schedule Component of Environment

No. of Location Parameter Frequency

Ambient Air Quality 4- locations in project vicinity 1- central location

-SPM, RSPM, NOx, SO2, CO, HC -Includes Meteorological data recorder

Four times in a year for 24 hrs

DG Set Emission & Noise

Each DG set in the Industrial area (at individual industry level)

Emission : PM, NOx, Sox, CO, HC Noise : Insertion Loss

As per the norms of Pollution Control Board (Consent Purpose)

Ambient Noise Level 4-5 location in project vicinity

Leq, Lmax, Lmin Four times in a year

Drinking Water 4-5 locations: ♦ Supply Water ♦ Ground water ♦ RO system ♦ Softening Plants

As per IS:10500-1991

Twice in a year

Wastewater (Before & after treatment at CETP & STP

Two locations: ♦ Raw effluent ♦ Treated effluent)

pH, BOD, COD, TSS, Oil & Grease, Anionic Detergents

♦ Monitoring once in 3 months ♦ Adequacy once in year

Hazardous Waste 2-3 samples Complete characterization inclusive of toxicity, ignitability, reactivity & corrosivity

♦ Once in year

Regular monitoring of important and crucial environmental parameters is of immense importance to assess the status of environment during operation of the proposed project. 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 project and suitable mitigating steps could be taken in time to safeguard the environment. Monitoring is as important as that of control of pollution since the efficacy of control measures can only be determined by monitoring. The following routine monitoring program would therefore be implemented.



5.0

5.7 Environmental Management Plan (EMP) Benefits Environmental Management Plan would help Project Proponent ♦ In prioritizing area as well as setting targets to address various environmental issues to

achieve sustainable development in the area. ♦ In developing “operating procedures /systems”, which would lead to quicker dissemination

of ‘best practices’ and identification of ‘corrective actions’ needs to be envisaged to meet environmental objectives and targets.

5.8 Project Benefits The project aims at development of Industrial Estate at Phase-II Sec. 38 & 39, Rai that would help in creation state-of-the-art industrial infrastructure in the district. The proposed project will facilitate in creation of employment opportunities both direct and indirect for local population. The project will help in the urban development by creating residential housing, providing all essential amenities in the IE, P-II Sec. 38 & 39, Rai and hence the project will have immense benefit for social upliftment. The project also aims at development of better landscaping in the vicinity as well as creation of green belt in the area, which would eventually helps in the improvement of visual and aesthetic quality of the area. With the implementation of the project, other utilities would also be created like development of road network, sewerage network, augmentation of water supply system & wastewater treatment, solid waste collection facility, educational and health facilities etc. In nutshell, project aims at amelioration of the socio-economy of the areas as well as providing basic amenities to people.

*****



6.0

6. DISCLOSURE OF CONSULTANTS ENGAGED Shriram Institute for Industrial Research (SRI) has been engaged by HSIIDC, Panchkula to undertake EIA/EMP Study for the proposed project. SRI has accomplished this assignment in adherence to the requirements of EIA notification of the Ministry of Environment and Forests, the Government of India dated September 14, 2006. SRI has carried out the task of baseline data generation as well as EIA/EMP report preparation as per the TOR approved by EAC. Brief profile of the organization is given hereunder:

Organisation Profile Shriram Institute for Industrial Research (SRI) is a self – sustaining, multi – location, multi – disciplinary, contract research organization, which conducts research in areas of special significance to Indian industry in the context of liberalization, globalization & protection of intellectual property rights. SRI was established in 1950 and has successfully completed more than 50 years of its existence at Delhi and Bangalore. It is an Institute of repute for having a track record of unbiased and reliable quality services to the Industry as well as to the Regulatory Authorities. The Board of Governors includes Eminent Scientists, Academicians & Industrialists.

• SRI is accredited EIA Consultant Organization to National Accreditation Board for Education and Training (NABET), Quality Council of India (QCI).

• SRI is the recognised Environmental Laboratory of the Ministry of Environment and Forest under EP Act 1986, The Gazette of India, S.No. 945(E) dated April 04, 2013.

• SRI recognised by Haryana State Pollution Control Board (HSPCB), Delhi Pollution Control Committee (DPCC) and Punjab Pollution Control Board (PPCB).

• SRI is an ISO:9001; ISO:14001; ISO:18001 certified Institute by DNV, The Netherlands, accredited by the Dutch Council for Certification (RVA).

• SRI’s laboratories are accredited by National Accreditation Board for Testing & Calibration Laboratories (NABL) in the field of Chemical, Mechanical, Biological and Calibration. SRI has several trained auditors. The scientists of the Institute are specially trained for both ISO and NABL Quality Management Systems.

• Sri has been certified as per ISO-13485:2003/ISO-11137 for radiation sterilization of medical devices.

• Over the years, SRI has successfully completed many projects for National & International agencies. The list of sponsors includes:

NATIONAL CSIR, DST, CPCB, DPCC, MOEF, DRDO, DSIR, DOD, DOE, ICAR, IOCL, ICMR, NRDC, DGS&D, FCI, RITES, RDSO, EIL, NTPC, BIS, NBC, DDA, CPWD, SAIL, MECON, APEDA, DBTetc.

INTERNATIONAL UNICEF, DANIDA, DFID, TEC, JBIC, JICA, IAEA, IDRC, UNDP, EU, UNIDO, USDA, WHO, WFP, CANADIAN HIGH COMMISSION, BRITISH HIGH COMMISSION, GOVT. OF BHUTAN, PIU-NEPAL etc.



6.0

SRI’S THRUST AREAS:

ENVIRONMENT PROTECTION BIOLOGICAL SCIENCES MATERIAL SCIENCES ANALYTICAL SCIENCES RADIATION SERVICES QUALITY ASSURANCE

ENVIRONMENTAL PROTECTION SERVICES:

Nearly 5 years before the promulgation of Water (Prevention & Control of Pollution) Act, 1974, SRI established Environmental Protection Services (EPS) to provide monitoring & testing support to industry as well as government agencies & statutory bodies.

SRI has wide experience in execution of mega projects, in the areas of environment, all over the

country. More than 100 projects have successfully been executed during last 5 years.

SRI is well equipped with sophisticated & versatile analytical instruments equipped with updated technology for various analytical applications in the field of environment.

SRI is having well qualified, highly experienced professionals exhibiting expertise in different

areas.

Laboratories of SRI are recognized by various State Pollution Control Boards.

With excellent infrastructure at Delhi & Bangalore, SRI provides a wide range of services including : Monitoring & testing of Atmospheric Air; Process Emissions; Water; Wastewater; Solid Waste; Toxic & Hazardous Wastes; Noise & Vibration.

Complete Arrangement for Testing of Industrial Gases.

Site Survey & Industrial Risk Assessment including Disaster Management; Hazardous

Management etc.

Biological & Socio– economic studies.

Environmental Impact Assessment.

Environmental Management Plan (EMP) & Environmental Audits.

Micro Meteorological Data.

Dispersion Modeling.

THE THRUST AREAS OF SRI’S EPS ARE AS FOLLOWS: Water and Wastewater Air Emission Soil and Solid Waste Characterization EIA Studies (NABET accredited)



6.0

SOIL CHARACTERIZATION Physical tests - Load Bearing Capacity; Shear Strength; Standard Penetration tests etc. Soil reclamation; Salinity studies & Remedial measures. Heavy metals, Pesticides & Soil microbes. Soil fertility & Micronutrient suitability for different types of crops. VOC’s in soils

SOLID WASTE CHARACTERIZATION

Categorization of wastes Leachability behavior Recycling & reuse options Suitability for landfills & composting Incineration studies of wastes.

WATER & WASTEWATERS STUDIES

Characterization of water to assess its suitability for specific uses viz. Drinking Purposes Irrigation Purposes Building Construction Recreational Purposes Industrial Applications

AIR & EMISSION STUDIES

Ambient Air Quality Stack Emissions Fugitive Emissions Testing of Industrial Gases Performance Evaluation of Pollution Control Devices Certification of Pollution Load Indoor Air Quality Performance Evaluation of Incinerators Toxicity index of combustible materials Leak detection of hydrocarbons in petrochemical and refineries

EIA STUDIES Major tasks include:

ToR Development for scoping Environment Monitoring Socio-economic Survey Environmental & Socio-economic Impact Analyses Environment Impact Statement Risk Analysis Disaster Management Plan Environmental Management Plan Presentation before Environmental Appraisal Committee

List of Villages In study Area

Abbaspur Ahmadpur Akbarpur barotu Asawarpur Aterna Aurangabd Badh Malak Bahalgrah Baoipur Barauli Bayanpur Bazidpur sabauli Bidhnauli Chhatera Bahadurpur Dipalpur Fazilpur Firozpur Khadar Garh shahjahanpur Harsana Khurd Hasamabad Hrsana Kalan Jagdishpur Jajal Jakhauli Janti kalan Jhundpur Joshi chauhan Joshi jat Katkar Kheora Kheri manajat Kishora Ladpur Lawanspur Lehrara Lewan Malha mazra Manauli Mirakpur Munirpur Muqimpur Nahri Nangal Kalan Nangal khurd Nashirpur Nathupura Palra Palri Kalan Palri khurd Pirtampura

List of Villages In study Area

Ptala Qamashpur Rai Raipur Rasoi Rathdhana Rewli Seoli Shahpur turk

Project title : Summary of Rapid EIA/EMP Report for EC of Development of Industrial Estate of HSIIDC at Rai (Sec- 38 Phase-II and Sector-39)

TOR No. : F. No. 21-1046/2007-IA.III, June 20, 2008 Page No. 1 of 1

PP: Haryana State Industrial and Infrastructure Development Corporation Limited(HSIIDC) EIA Consultant: Shriram Institute for Industrial Research : Delhi (NABET Accredited)

SUMMARY OF THE PROJECT Haryana State Industrial and Infrastructure Development Corporation Limited (HSIIDC) have proposed to develop Sector-38 Phase II and Sector-39 as Industrial Estate near the town of Rai on NH-1, covering an area of 303.4 hectares (751.04 acres) in Sonepat district. The project envisages the establishment of pollution free industries with zero discharge.The proposed industries would comprise of Food Park, Automobile, General Engineering, Gems and Jewelry, Auxiliary Industries. The land is acquired in the villages Badh Malik, Bad Khlsa, Jatheri, Liwan, Pritampur and Rai Sonepat. The proposed development of Industrial Estate at Rai would be in adherence with the Master Development Plan 2021 of Sonepat issued by the Department of Town & Country Planning Haryana. Phase II Rai falls under National Capital Region. The area of proposed project is 303.4ha and does not contain any A & B category industries. GC (General Condition) is applicable with respect to project boundary falling within 10 km radius with Delhi-Haryana Interstate Boundary (5.5kms). Hence, It was submitted to MoEF for appraisal under category “A”. Baseline environmental data for Air & Water Quality, Meteorological, Soil, Traffic, Biological, Socioeconomic etc was carried out continuously for three months at various locations in the 10 km radius of the study area. The impacts on Ambient Air Quality due to the proposed project activities during the construction phase of the project may be temporary or short-term. Suspended Particulate Matter (SPM) and Respirable Particulate Matter (RPM) would be the predominant pollutants generated from construction activities. Additional tests on PM2.5 were also conducted at the project site. The gaseous emissions such as SO2, NOx and CO would be generated from the construction equipment, DG sets and vehicles. The total project water demand is estimated at 13.3 mld ( fresh water – 8 mld and recycled water- 5.3 mld) and it will be met by bore wells (12 at site and additional at Jagdishpur near Yamuna) and recycled water. The project would envisage the development and implementation of rain water harvesting system. It will replenish the ground water resources but also fulfill the water requirements. Locations have been marked in the layouts of sectors. Impacts on water quantity & quality during the operational phase of the project will be minimized by using treated water from phase-I. The sewerage system for collection of wastewater from the industrial plots and carrying the collected sewage to the site of Common Effluent Treatment Plant where the sewage will be treated to desired level before disposing off the same to Drain No.6. The sewage/industrial effluent load has been calculated for water supply rate of 4000 gallons per acre per day to the industrial plots, commercial buildings and institutional buildings. The wastewater generation during the operational phase of the proposed project is expected to be (75% of 8 mld fresh water generation) 6 mld. The industrial solid waste will be managed by unit themselves and are required to seek authorizations from state Pollution Control Boards (SPCB) under relevant rules. The estimated total quantity of MSW generation is 10 tons per day (TPD). Municipal Committee, Sonepat is responsible for the collection, transportation and disposal of all solid waste generated, except the untreated bio-medical waste and hazardous industrial waste, which is taken care of by the respective generators (units). There are proposal for development of storm water drainage and internal drainage system. The surface water collected from the roads discharged into a sump proposed to be located near drain. It is proposed to take treated sewage effluent (except re-circulation quantity and surface storm water effluent of phase II Rai into to drain no-6, which is adjacent to site. The drain discharges into river Yamuna in Delhi territory. Rain water harvesting Plan is also proposed to recharge the aquifer at a desired rate. Power load estimation has been calculated for Sector-38 is 20459kW or 22732 kVA and Sector 39 is 33875kW or 37641 kVA. In 10 km radius of the proposed project National Park, Sanctuary, Elephant/ Tiger Reserve, Migratory routes are neither existing nor proposed. Approximately 30% of project area is planned for the development for green belt (along KMP, green belt in project area, road side plantation and open spaces. Regular monitoring programme has been proposed during operation of the proposed project. 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 project and suitable mitigating steps could be taken in time to safeguard the environment. The project aims at amelioration of the socio-economy of the areas as well as providing basic amenities to people in vicinity. The project was well received by the stake holders during the Public Consultation. About EIA Consultant Shriram Institute for Industrial Research (SRI) has been engaged by HSIIDC, Panchkula to undertake EIA/EMP Study for the proposed project. SRI has carried out the task of baseline data generation as well as EIA/EMP report preparation as per the TOR approved by EAC. SRI is the accredited EIA consultant from NABET/QCI (S.No.138) for the Sectors 27 (Project Activity 6(a) of EIA notification); Sector 28 (Project Activity 6(b) of EIA Notification) and Sector-31 (Project activity 7(c) of EIA Notification). Laboratories of SRI are Accredited by NABL in addition to their approval from MOEF.SRI is an ISO 9001; ISO 14001 and OHSAS 18001 Certified Institute.

******

Project Title : EXECUTIVE SUMMARY - Rapid EIA Study for Development of Industrial Estate of HSIIDC at Rai(Sec- 38 Phase-II and Sector-39)

TOR No. : 21-1046/2007-IA.III, June 20, 2008 Contract No. : HSIIDC: IA:2007:959 dt.10.05.2007 Page 1


1.0 Project Description and Project Proponent Haryana State Industrial and Infrastructure Development Corporation Limited (HSIIDC) is the Project Proponent for the proposed project. In line with the Industrial Policy announced by the Government of Haryana, HSIIDC has decided to develop Sector-38 Phase II and Sector-39 Industrial Estate near the town of Rai on NH-1, covering an area of 303.4 hectares in Sonepat district. The estimated cost of the development of the project is Rs. 1200 Crores.

Table-1: Area statement of proposed project of Sector 38 (Ph-II) S.No. Schedule of area Area in

acre 1. Total Area under scheme 364.82 2. Area to be planned later 9.01 3. Area released by Hon’ble court 2.71 4. Area under KMP expressway 14.94 5. Area under 100m wide green belt along expressway 46.72 6. Net area planned 291.44 7. Area under industrial plots 146.14 8. Area reserved for commercial 6.80 9. Area reserved for R&R 13.85 10. Area reserved for parking 22.32 11. Area under open spaces, road and undetermined uses 78.68 12. Area under misc. sites like CETP, Dispensary, Labour chowk, Labour

house, etc. 23.65

Table-2: Area statement of proposed project of Sector 39

S.No. Schedule of area Area in

acre 1. Total Area under scheme 386.22 2. Area to be planned later 17.59 3. Net area planned including KMP 368.63 4. Area under KMP expressway 49.90 5. Area under industrial plots 119.23 6. Area reserved for commercial and public buildings 15.47 7. Area reserved for institutional 19.52 8. Area reserved for convenience shopping 3.09 9. Area under R &R policy 14.39 10. Area reserved for utilities(Auto mall, police post, sub-station and

memorial trust) 25.62

11. Area under parking and multi-level parking 10.58 12. Area under solid waste disposal and public utility 2.17 13. Area under open spaces, roads and green belt etc. 108.66




1.1. Type of Industries to come up in proposed Industrial Estate at Rai The project envisages the establishment of mainly pollution free industries based on advanced technologies. The spectrum of industries, which are expected to come up in the proposed industrial estate at Rai, would comprise of following type:

♦ Food Park ♦ Automobile ♦ General Engineering ♦ Gems and Jewelry ♦ Auxiliary Industries

1.2. Land Acquisition for Proposed Project HSIIDC proposes to develop Industrial Estate at Rai (Sonepat) covering the area of approximately 751.04 acres (303.4 ha.). Haryana govt. issued notifications U/S 4/6 of Land Acquisition Act to acquire land in the villages Badh Malik, Badh Khalsa, Jatheri, Liwan, Pritampur and Rai Sonepat. The notifications have been made under the provision of section 4/6 of the land Acquisition Act, 1894. The notification is issued vide no. 2/6/12/IB-II/2006 on June 22, 2006. The proposed development of Industrial estate at Rai would be in adherence with the Master Development Plan 2021 of Sonepat issued by the Department of Town & Country Planning Haryana. 1.3 Salient Features of the Project: Name of the project

Development of Industrial Estate Sec-38-39 Rai, Hr.

Location Sector-38 Phase-II & 39, Rai, Village acquired : Badhmalik, Bad Khalsa, Jatheri, Liwan, Pritampur.

Name of Developer

Haryana State Industrial and Infrastructure Development Corporation Ltd. (HSIIDC)

Cost of the project Initial Development cost= Rs 160 cr. Size of the project Sec-38- 364.82 acres & Sec-39- 386.22 acres MoEF Schedule screening for 7(c)

Earlier screened for Category –B, (area <500 ha). Later shifted to category ‘A’ as general conditions are applicable:- The distance from project boundary to interstate boundary with Delhi is ~5.5 kms.

Water Requirement Sec-38 - 6.63mld & Sec-39 - 6.69mld, Total=13.32mld, say14mld

Water source Bore Wells (in sectors and in Jagdishpur near river Yamuna) Energy Req. 54335 KW or 60374 KVA Energy Source UHBVN ( Uttar Haryana Bijle Vitran Nigam) MSW generation and disposal

10 TPD and disposal in Sersa village facility at HSIIDC Kundli Sonepat (common for Kundli, Rai & Barhi) and Sec-39




SHW disposal Govt. of Haryana approved TSDF at Pali Faridabad Proposed CETP capacity

6 MLD. The part area of Sec-38 will be catered by the existing CETP of 5mld which already exists in Sec-38 Phase-I and having a provision of additional 5mld capacity

Water bodies Yamuna- 11 kms (East) Drain no-8 South of sec-39, close to IE (Advantageous)

Present status of project

Approach Roads and Plantation work in progress in Sec-38 and undeveloped land in Sec-39

Natural drainage in project

Drain no- 6 and further to drain 8 going to Yamuna

Reserve Forest NO (as per SOI Toposheet and Census Data) Seismicity Zone –IV Nearest Highway Adjacent to NH-1 Railway Station 8.8 kms Sonepat Nearest Airport IGI International Airport 70-75 kms Historical monuments

No (in 15 kms radius)

Nearest Major City

New Delhi

Metro station 23 kms (Jahangir Puri) Connectivity NH-1, Rail, Proposed High Speed Railway Corridor till Panipat 2.0 Requirements of prior Environmental Clearance (EC) The following projects or activities require prior environmental clearance (EC) from the regulatory authorities. The prior environmental clearance is granted by Ministry of Environment and Forests (Central Government) for matters falling under Category ‘A’. Similarly at State level from the State Environment Impact Assessment Authority (SEIAA) in category ‘B’ of the Schedule. The prior environmental clearance has to be taken before starting any construction work or preparation of land by the project proponent except for securing the land for the project. All new projects or activities are listed in the Schedule to this notification. (a) Expansion and modernization of existing projects or activities listed in the Schedule to

this notification with addition of capacity beyond the limits specified for the concerned sector, that is, projects or activities which cross the threshold limits given in the Schedule, after expansion or modernization;

(b) Any change in product-mix in an existing manufacturing unit included in schedule beyond the specified range;

(c) The current project is screened under category B. 2.1 Screening of the project The area of proposed project is 303.4 ha and does not contain any A & B category industries. According to the MoEF notification the proposed area less than 500 ha hence, does not required




Environment Clearance. However, the project contains several industrial plots and construction projects, which will be more than 50000 m2.

Table-3: Criteria for environmental clearance Project or Activity Category with threshold limit

Conditions, if any

A B 7 (c)

Industrial estates/ parks/ complexes/ areas, Export Processing Zones (EPZs), Special Economic Zones (SEZs), Biotech Parks, Leather Complexes

If at least one industry in the proposed industrial estate falls under the Category A, entire industrial area shall be treated as Category A, irrespective of the area. Industrial estates with area greater than 500 ha and housing at least one Category B industry.

Industrial estates housing at least one Category B industry and area <500 ha Industrial estates of area > 500 ha and not housing any industry belonging to Category A or B

General and Special condition shall apply Note: Industrial estate of area below 500 ha and not housing any industry of category A or B does not require clearance. If the area is less than 500 ha but contains building and construction projects > 50,000 sq.m and or development area more than 100 ha it will be treated as activity 8(a) or 8 (b) as the case may be.

2.2 General conditions: GC (General Condition) is applicable with respect to project area falling within 10 km radius with Delhi Haryana Interstate Boundary (5.5kms). Hence submitted to MoEF for appraisal for granting EC under category “A”. 2.3 Approval of TOR by EAC The Expert Appraisal Committee for environmental appraisal of Construction projects and industrial estates considered the project during its 27th and 30thmeetings held in February 28-29and May 23-24, 2008 respectively. Based on the consideration of the documents submitted and the presentation made before EAC, the TOR for EIA study was approved on June 20, 2008 vide ref No. 21-1046/2007-IA.III. 3.0 Anticipated Environmental Impacts 3.1 Impacts on Ambient Air Environment: The impacts on Ambient Air Quality due to the proposed project activities during the construction phase of the project may be temporary or short-term. Suspended Particulate Matter (SPM) and Respirable Particulate Matter (RPM) would be the predominant pollutants generated from construction activities. Additional tests on PM2.5 were also conducted at the project site. The gaseous emissions such as SO2, NOx and CO would be generated from the construction equipment and vehicles. The monitoring was conducted in the following areas.

Project Titl

TOR No. Contract No

Shriram Ins

Station Code

AAQ-01 AAQ-02

AAQ-03

AAQ-04

AAQ-05

AAQ-06 AAQ-07

The three monitoringpollution windustrial a

e : EH

: 2o. : H

stitute for Ind

Table- 4

Loca

HSIIDC OfHSIIDC OfKundli KMP Expre

Pump HousJagdishpur Murthal

Deoru Saifiabad

Figure-

month wing phase is shwould be tharea (as line

EXECUTIVE HSIIDC at Ra21-1046/2007-HSIIDC: IA:20

dustrial Resear

4: Descriptio

tion

ffice Rai Hffice H

essway Kv

se H

HInSN

1: Satellite i

nd rose diaghown below.he DG sets (

source of em

SUMMARY -ai(Sec- 38 Phas-IA.III, June 20007:959 dt.10.0

rch: Delhi

on of AAQ m

D

HSIIDC Office HSIIDC Office

KMP Expresswillage Ladpur

HSIIDC Pump h

Hardware shop ndustrial AreaonepatDeoru R

Near Rly. Line

imagery of t

gram depicti During ope(as point soumission).

- Rapid EIA Sse-II and Secto0, 2008 05.2007

monitoring st

Description

Rai Kundli

way site office n

house

opposite HSIID

Road &Kattha Facto

the Project st

ing the prederational phaurce of emi

Study for Dever-39)

tations in the

22

near 2

2

DC 2

2ory 2

tudy area (10

dominant wase, the signission) and v

elopment of In

e project are

GeoLatitude

8°56'4.14" N 8°52'26.5" N

8°55'2.94" N

8°56'20.22" N

9°01'26.52" N

9°01'24.66" N8°52'56.28″"N

0 km radius)

wind conditioificant contrivehicular mo

ndustrial Estate

Page 5

a

o-codes Longitud

77°05'14.777°07'53.7

77°02'27.9

N 77°11'32.2

N 77°04'13.2

N 77°02'32.2N 77°04'30.3

)

ons during ibutor to theovement in

e of

de 76"E 76"E

9"E

28"E

28"E

28"E 36"E

the air the

Project Titl

TOR No. Contract No

Shriram Ins

Baseline dproject siteother AAQand other a

Data IndicSPM, µg/m

RSPM, µg/

PM2.5, µg/mSO2, µg/m3

NOx, µg/m

CO, mg/m3

The ISC shoGaussian plu

e : EH

: 2o. : H

stitute for Ind

data Ambiene in the yea

Q indicators areas based o

Table-5cator m3 Minimu

AverageMaximu98th Perc

/m3 MinimuAverageMaximu98th Perc

m3 TW-Ave3 Minimu

AverageMaximu98th Perc

3 MinimuAverageMaximu98th Perc

3 MinimuAverageMaximu98th Perc

ort-term modelume equation f

EXECUTIVE HSIIDC at Ra21-1046/2007-HSIIDC: IA:20

dustrial Resear

nt Air Qualiar 2009. Datlike SO2, Non 24-hourly

5: Baseline AAAA

um 17e 31um 45centile 44

um 7e 17um 28centile 26erage 8

um BDe 1um 2centile 1

um 1e 3um 5centile 5

um 0e 0.um 1centile 1

l for stacks hasfor a continuou

SUMMARY -ai(Sec- 38 Phas-IA.III, June 20007:959 dt.10.0

rch: Delhi

ty Data is gta is summaOx& CO arey averaging

AQ data at CoreAQ-1 AAQ-

73 16912 38051 54842 537

72 9572 21380 30369 303

87 65DL BDL0 9

20 189 186 13

31 2951 5750 54.2 0.258 0.64.2 1.31 1.2

s been used forus elevated sour

- Rapid EIA Sse-II and Secto0, 2008 05.2007

generated at arized in folle within the value.

e & Buffer Zon-2 AAQ-3

231 473 753 721 104 252 486 467

L BDL

7 12 12 15 26 55 51 0.2 0.48 0.8

0.758

r Air Pollutionrce for each 10

Study for Dever-39)

the Core Zlowing tablenorms of In

nes of ProposedAAQ-4

174 344 594 559 91

222 386 365

BDL

7 13 13 12 29 52 52 0

0.42 0.8 0.8

n Dispersion M0 sources and e

elopment of In

Zone & Buffe except in cndustrial, Re

d Project Site AAQ-5 AA

281 2453 3600 5594 5140 1246 2367 3356 2

BDL B12 26 25 17 32 54 53 0.1 00.47 00.9 0.8

Modeling. It useeach hour.

ndustrial Estate

Page 6

fer Zone of case of RSPsidential, Ru

AQ-6 AAQ229 222377 377567 541539 537115 103204 197310 267298 263

BDL BDL13 1425 2624 2518 1239 3257 6057 580.1 0.10.53 0.38

1 0.71 0.7

es the steady-s

e of

the PM, ural

Q-72 7 1 7 3 7 7 3

L

8 7 7

state




Table-6: Baseline AAQ data at Core & Buffer Zones of Proposed Project Site

RANK

CONC. µg/hr

AT RECEPTOR (XR,YR)

RANK CONC µg/hr

AT RECEPTOR (XR,YR)

1 26.56065 AT (-492.40, -86.82) 6 26.50802 AT ( -492.40, -86.82) 2 26.5518 AT (-492.40, -86.82) 7 26.49937 AT (-492.40, -86.82) 3 26.52543 AT (-492.40, -86.82) 8 26.49074 AT (-492.40, -86.82) 4 26.52543 AT (-492.40, -86.82) 9 26.48216 AT (-492.40, -86.82) 5 26.50802 AT (-492.40, -86.82) 10 26.46507 AT (-492.40, -86.82)

(i) Impacts During Construction During construction phase, the project would have impacts on ambient air quality due to the emissions by construction equipments and vehicles, and an increase in dust level by the construction activities. Earth excavation work, foundation work, superstructure work, material storage, transportation and handling of construction materials together with wind erosion could be the major factors, which may produce a temporary and localized increase in SPM and RPM levels. The increased movement of heavy vehicles carrying construction materials, operation of DG sets as standby power back-up system would generate gaseous emissions. The degree of dust generated would depend on the soil compaction and moisture content of the ground surface during the construction. Dust and exhaust particulate emissions from heavy equipment operations would temporarily degrade air quality in the immediate construction zone. The construction contractor has to ensure regular monitoring of dust levels in the vicinity of the proposed site during the construction activities. Dust suppression system will have to be applied, using water tankers mounted on tractors, sprinklers and other means as necessary to suppress and curb dust pollution, in the event that high levels of dust are observed, and complaints about dust are received. Other diffused source of gaseous emissions from the construction site would be if the construction labors, uses fuel wood for cooking and heating during winters. The construction contractor will have to ensure that such practice would not be adopted by the labours and they should be provided with LPG cylinders for cooking in their labor camps. (ii) Impacts during Operation During operational phase, the significant contributor to the air pollution would be the DG sets (as point source of emission) and movement of vehicles in the industrial area (as line source of emission). The impacts of DG sets emission would be minimized by taking adequate measures which may include raising of stake height as per the guidelines. This impact would be intermittent, scattered & short-term. Gaussian dispersion modeling reveals no significant impacts, while considering the worst case scenario. Impacts, if any, during the operational stage would be further minimized by the development of adequate green belt in the vicinity. 3.2 Impacts on Ambient Noise Environment (i) Impacts During Construction Construction activities normally results in temporary and short term increases in noise levels. The main sources of noise during construction period includes movement of vehicles for loading and unloading of construction materials, fabrication, handling of equipment and materials,




operation of power shovels, concrete mixing plants, generators etc. The areas likely to be affected are those close to the site. (ii) Impacts During Operation During operation, there will not be any significant increase in the ambient noise level as explained below: ♦ Noise due to operation of DG sets for power back-up would be controlled by adequate

acoustic treatment and hence there will not be any significant impact. ♦ There may be marginal impact on ambient noise level due to the movement of vehicles but it

will not increase the baseline. Impacts on noise environment, if any, due to the operational stage of the project would be appropriately attenuated by the development of green belt in the vicinity of the project.

♦ The intermittent and short-term noise may increase in the event of social ceremonies/

gathering etc. in residential areas due to the operation of DG sets meant for power back-up. 3.3 Impacts on Water Environment Water Supply Scheme for Industrial Estate Rai is as follows.

Table-7: Water demand in proposed area of Sector- 38-ii

S.No Description of water demand in zones- Quantity of water (Sec-38-ii) 1. Water allowance per acres (4000 gl/ac.) 18.16 KL/acre 2. Daily Demand (Zone 1+ Zone 2)-365acre 6.63 MLD 3. Fresh water demand 4.4 MLD 4. Recycled water demand 2.2 MLD

Table-8: Water demand in proposed area of Sector -39

S.No Description of water demand in zones Quantity of water 1. Daily demand (386 acres) 6.69 MLD 2. Fresh water demand 3.60 MLD 3. Recycled water demand 3.09 MLD

Table-9: Total water Demand (Sec 38-ii and 39)

S.No Total Water Demand 13.3 MLD 1. Total fresh water Demand 8 MLD 2. Total recycled water Demand 5.3 MLD 3. Waste water generation from fresh water 6 MLD

Rain Water Harvesting The project would envisage the development and implementation of rain water harvesting system. It will replenish the ground water resources but also fulfill the water requirements.




Locations have been marked in the layouts of sectors. The unit owners would be encouraged to implement RWH system according to the guidelines of CGWB. Impacts on water quantity & quality during the operational phase of the project will be minimized by using treated water from phase-I. The water requirement during the construction phase will be partly met through tankers and in limited case through small borewell and hence no adverse impacts on ground water could be anticipated. 3.4 Impacts Due to Wastewater Generation (i) During Construction The major source of water pollution during the construction phase of the project would be sewage from labour camps and makeshift office. It is expected that at any given time during the construction phase, the peak manpower strength on construction site comprising of contractor’s technical staff, administrative staff, skilled and unskilled workers. The water requirement would be @50 lpcd& waste water generation would be @ 40 lpcd. The generated sewage would pass through a septic tank and would be discharged into the existing municipal sewage network of the area. (ii) During Operation The scope for providing sewerage system for the proposed Industrial Estate at Rai Phase-II consists of properly designed network of sewerage system for collection of wastewater from the industrial plots and carrying the collected sewage to the site of Common Effluent Treatment Plant, where the sewage will be treated to desired level before disposing off the same to Drain No.6. The sewage/industrial effluent load has been calculated for water supply rate of 4000 gallons per acre per day to the industrial plots, commercial buildings and institutional buildings. The wastewater generation during the operational phase of the proposed project is expected to be 75% of 8 mld i.e. 6 MLD (Losses are 25%).

Table-9: Design of CETP Sl. No. Particulars Design Criteria 1. Location of CETP Sector-39 2. Size of CETP proposed in ec-38-ii 6 MLD 3. Effluent Intake Sector-38 (Part) + Sector 39 4. Disposal of Treated effluent Drain 6, 2.5 Km from Sector-39 5. Treatment technology Extended Aeration and Activated Sludge

Process 3.5 Impacts on Land Environment (i) Impacts on Land Use The project proponent has acquired approximate 751.04 acres land in village (Sec. 38 Phase-II & 39) Rai, Badh Malik, Bad Khalsa, Jatheri, Liwan, Pritampura in district Sonepat. The notification is made under the provision of section-4 of the land acquisition act, 1894. The proposed development of Rai would be adherence to the Master Development Plan 2021 of Sonepat. It is issued by Department of Town and Country Planning. The project for the




development of Industrial Estate at (Sec.38- Phase-II & 39) Rai is conceived specifically to provide a platform of services and facilities that would be beneficial for the creation of better infrastructure as well as create more employment opportunities for the local population. Moreover, local landuse planning will control the type, density and location of development in the future. Development of green belt and other landscape on the proposed site would further enhance the visual and aesthetic quality of the area. (ii) Impacts on Soil The site clearing and preparation activities will involve removal of only scanty vegetation, mainly bushes, existing in the vicinity of proposed site. The project site is primarily dominated by undergrowth and unwanted bushes. As the topography in and around the site is mostly plain with no significant slope, the digging of the site before the start of the construction work for the foundation work would not result any significant effect on soil erosion and silt run off, even during the heavy rains. The project requires extensive work on the excavation and removal of soil and hence will temporarily affect soil structure and stability with a localized impact. The project proponent will adopt good construction practices that will ensure the environmental impacts of waste effluents generated on-site during construction would be minimized. (iii) Construction Wastes The generation of waste material is inevitable during the construction phase of the development. Waste can be generated at different stages of construction process. Wastes may include the top soil, clay, sand, and gravel. These can be re-used as filler at the same site after completion of excavation work. Other miscellaneous materials that could arise as waste include glass, plastic material, general refuse, scrap metal, cardboard, etc. and the solidwastes from the construction workers temporary housing. Efforts would be done to recycle the waste material to the possible extent Non-recyclable solid wastes generated during construction will be disposed of to a designated landfill sites in the project area. Hence, waste generated during the construction would not be of significant quantify and would not have any significant potential impact. 3.6 Solid Wastes Generation and Disposal (i) Industrial Solid Wastes Assessment of industrial solid waste management problem greatly varies depending on the nature of the industry, their location and mode of disposal of waste. In the absence of the knowledge about the number & type of industries that would be coming up in the proposed industrial area, it is not possible to provide estimate about the quantity. For this reason, the industrial waste is proposed to be considered separately from the MSW and has to be dealt in accordance with the Hazardous Wastes (Management & Handling) Rules 2003. Further, industries generating solid waste will have to manage such waste by themselves and are required to seek authorizations from state Pollution Control Boards (SPCB) under relevant rules. However, through joint efforts of SPCBs, local bodies and the industries, a mechanism could be evolved for better management. Following steps would be taken-up for better management of the waste to be generated in industrial estate. Inventory Management and Improved Operations




♦ Inventorisation and tracing of all raw materials ♦ Procurement of less & more toxic and non toxic production materials ♦ Implementation of employees’ training and management feedback ♦ Improving material receiving, storage, and handling practices.

Production Process Optimization

♦ Substitution of non-hazardous with hazardous raw materials ♦ Segregation of wastes by type for recovery ♦ Elimination of sources of leaks and spills ♦ Separation of hazardous from non-hazardous wastes ♦ Optimization of the process of raw material use ♦ Emphasis on reuse & recycling of wastes

(ii) Municipal Solid Wastes ♦ The primary sources of solid waste in the project area would be the local households,

commercial establishments, markets, hotels, restaurants, etc. The total quantity of waste generated per day is in the order of 10 tones per day (TPD). Municipal Committee, Sonepat is responsible for the collection, transportation and disposal of all solid waste generated, except the untreated bio-medical waste and hazardous industrial waste, which is taken care of by the respective generators.

♦ The total area of Industrial Estate is 751.04 acres. Assuming the density of 50 persons per

acre the population would be 42,900. Approximately we can say 45,000. The waste generating factor is 250 g/person/day. The waste generation would be 10 TPD. The collected waste is disposed off at the Sersa village of Industrial Estate Kundli and in sector- 39.

3.7 Impacts on the Drainage Development of proposed project will improve the drainage in the project area vicinity. There are proposal for development of storm water drainage and internal drainage system. (i) Proposal for sewage effluent treatment and storm water drainage The surface water collected from the roads through road gullies will be carried through a designed network of circular storm water drains of various sizes ranging from 200 mm dia to 1800 mm dia and discharged into a sump proposed to be located near drain. The drain discharges into river Yamuna Haryana territory. It is proposed to take treated sewage effluent (except re-circulation quantity and surface storm water effluent of phase II Rai into to drain no-6, which is adjacent to site. However, every possible effort has been made for controlling the depth, as otherwise it will become necessary to provide intermediate pumping stations, which would be a costly affair due




to recurring expenditure for operation & maintenance. The sizes of the drains have been proposed in the manner to keep a check on the depth.

Table-10: Water Supply system Conveyance system Closed conduit ductile iron(DI) pipes of class

K-7&K-9 Minimum residual head 17m (for G+2) residential area, 12.0m for

industrial area Max. Velocity of flow 3.00m/sec Minimum size of pipe 100mm (inner diameter)

Table-11: Storm water Drainage scheme: Natural drainage exists

In the form of Drain -6

2 km from sec-sec-38-ii

2.5 kms from sec-39

Distance is short which is less than 5 kms. from IE, Sec-38/39 Conveyance system Ultimate disposal in Drain 6 and which connects to Drain 8 having out

fall in River Yamuna (village Bheira Bhakipur) through closed conduit RCC pipes.

Table-12: Treated wastewater Recirculation scheme:

Capacity 2000 Gallons (~9 kl) per acre With Peak factor-2 Conveyance system AC class 25 pipes/HDPE

pipes Diameter- range from 250 mm to 400mm

Pipeline Provisioning On both side of roads Pumping Chamber

Size- 3.5m x 5m




3.8 Impacts on Socio-economic Environment The project will definitely contribute towards the socio-economic development of the area. The land values around the project site are likely to be appreciated after the operation of the project. The direct and indirect employment to the local population during the operation of the project at both skilled and unskilled levels will benefit the local population and its specific groups. Economic activity will also get a boost for small shopkeepers, vendors and hence have a positive impact. 3.9 Impacts on Physical Infrastructure The proposed project will have positive impacts as far as physical infrastructure is concerned. New physical infrastructure like road network, electrification, sewerage network, solid waste management facility, drainage network would be created and it would definitely benefit the local population. (i) Landscaping & Visual Quality With the construction of the project, there will be improvement in the landscaping of the area, which will have adequate green belt not only for attenuation of air and noise pollution but also to enhance the visual quality.




(ii) Employment Opportunities The construction of the proposed project is expected to provide temporary employment to a good number of skilled and unskilled workers directly and to others like owner of construction machinery and equipment, vehicles etc. during the construction period, thus have the positive impact. Along with direct employment, there will be scope for generation of secondary employment to provide services to the working people during the operation of the proposed project for various needs. All these will be beneficial to the local economy. During the operational phase, the scope for the generation of employment for both skilled and unskilled persons would increase. (iii) Development of Roads (Internal & External) Roads ( 60m, 30m, 18m & 15m width ) proposed in Sec-38-ii and Sec-39 in Industrial Estate at Rai. The project would have connectivity to major towns of country as it is the closer proximity with the National and State Highways as well as Railway Network. There would not be any problem with respect to supply and procurement. Also, since its inception HSIIDC has remained environment friendly and feels the importance of plantation to develop green belt as well as to provide tree cover along the roads. (iv) Connectivity Industrial Estate Phase II Rai is located on the National Highway no-1, near Town Rai in District Sonepat. Rai is approximately 25kms from Delhi Singhu Border. Rai falls in National Capital region. Connectivity of Phase IIRai with other important cities and Towns is as follows.

• Air Port : IGI Airport, New Delhi (75kms) • Road : Located on NH-1 • Rail : Sonepat is the nearest railway station in Haryana State. • Metro Rail Station : Jahangir Puri (25kms) • Nearest City : New Delhi

Phase II Rai is well linked with other major towns of the state and adjoining states by a good network of roads. Phase II Rai falls under National Capital Region, Regional Plan 2021 has been formulated by NCRPB for balanced development around Delhi. Being close to Delhi, Phase IIRai has great importance and is in conformity to regional Plan 2021 of NCR. The improvement in connectivity will facilitate the development of socio-cultural and socio-economic environment in the area. Already several infrastructure projects / Industrial Estates, Housing schemes, Educational Hub. Keeping in view of above, the proposed project will have positive impacts towards the socio-economic environment and project proponent will do best efforts to enhance the positive impacts. 3.10 Impacts on Energy (i) During construction phase of the project




Fossil fuels, such as diesel fuel, gasoline and oil will be used during the construction and operation of the project for mechanical and electrical equipment and should have marginal adverse effects on renewable resources. Electricity will be used during construction to provide power to construction equipment and in operation for lighting of buildings and running utilities equipment. electricity consumption will be kept at a minimum whenever possible by adopting electricity conservation measures. (ii) During operational phase of the project Power load estimation has been calculated for Sector-38 is 20459kW or 22732 kVA and Sector 39 is 33875kW or 37641 kVA.

Table-13 : Load estimation for proposed projects of sector-39 at I.E. Rai S.No. Area Total expected load demand

kW kVA

1. Industrial Plotted Area 15956 17729 2. Residential Plotted Area (R & R Policy) 2310 2567 3. Commercial Area 3870 4300 4. Institutional Area 3261 3624 5. Conv. shopping Centre 773 859 6. Auto malls 1041 1157 7. Police Station 15 17 8. Fuel Filling cum Service Station 49 54 9. Multi level parking 111 124 10. Godowns 23 25 11. Unplanned Area 6236 6929 12. Street Lighting 155 173 13. Miscellaneous other loads 75 83

Total(Sec-39) 33875 37641

Table-14 : Load estimation for proposed projects of sector-38-ii at I.E. Rai 1 Industrial Plotted Area 18231 20256 2 R&R, EETP, Police Post and other area (Some load has been taken in load

calculation of Sector-39) 2228 2476

Total(Sec-38) 20459 22732

The project proponent will ensure that best management practices to be followed both during the construction & operational phases of the project to conserve renewable resources. These may include, but are not limited to: ♦ Lighting of only critical areas during non-working hours; ♦ Efficient scheduling of construction crews ♦ Use of energy-efficient lighting; ♦ Minimizing idling of construction equipment and vehicles; ♦ Recycling of used motor oils and hydraulic fluids.




Street lighting As per notification issued by Govt. of Haryana vide ref. No. 22/52/05-5 dated 25.06.2008 & DHBVN circular No. D-35/2008 the use of CFL/T-28 Energy Efficient tube lights/ LED lamps shall be mandatory for all electricity consumed in industrial, institutional & commercial sectors having connected load of 30 kW or above. In this context, following proposal has been made: Mandatory use of Solar Water Heating Systems The Government of Haryana has issued following directions for efficient use of energy and its conservation in the State of Haryana vide notification No. 22/52/05-5P dated 29th July 2005. The use of solar water heating systems will be mandatory in the following categories of buildings namely:Institutions, Hotels, Hospitals Hospitals and Nursing homes including Government hospitals, Group Housing Societies/ Housing Board, Government buildings, residential schools, educational colleges, hostels, technical/ vocational education institutes, District Institutes of Education and Training, Tourism Complexes and Universities etc. Haryana Renewable Energy Development Agency will act as an approved source for supply and installation of solar water heating system in the state to ensure the installation of optimally designed quality systems as per the specifications. HSIIDC, Head Office, at Panchkula issued notice vide letter No. HSIIDC:IA:2006:392 dated 20.04.2006 to all field offices to strictly comply with the mandatory requirements of The Renewable Energy Department, Haryana Government, in context to the use of Solar Water Heating System in buildings. Energy Efficient Building Design Keeping in view the potential of energy conservation in the buildings by incorporating energy efficient and solar passive building design concepts, the Haryana Government has made it mandatory that all the new building to be constructed in Government/ Government aided sector will incorporate energy efficient building design concepts including renewable energy technologies with effect from 30.06.2006. HSIIDC, Head Office, at Panchkula issued notice vide letter No. HSIIDC:IA:2006:2890 dated 26.07.2006 to all field offices thereby advising them to take appropriate action in context to the broad design guidelines for energy efficient buildings in Haryana. 3.11 Impacts on Biological Environment The proposed project will have no adverse impact on bio-diversity since there is no significant vegetation (flora) and fauna in the project core zone. In 10 km radius of the proposed project following are neither existing nor proposed ♦ National Park ♦ Sanctuary ♦ Elephant/ Tiger Reserve ♦ Migratory routes




Project Proponent would further ensure the development of adequate green belt as well as landscaping in the vicinity of the proposed project site. This would aim at enhancing the aesthetic and visual quality of entire area as well as provide habitation to local fauna to preserve the environmental quality. Hence, proposed project would definitely have the positive impacts as far as biological environment is concerned. 3.12 Green Belt Development: The proposed industrial estate at (Phase-II Sector 38 & Sector 39) Rai comprising of 751.04 acres (303.4 ha) of area is interconnected by a network of widely spaced roads even NH-1 also. The total area near NH-1 and other green belt is 5300.00m2 presently, as a part of infrastructure development, these roads are under construction. In addition, since its inception HSIIDC has remained environment friendly and feels the importance of plantation to develop green belt as well as to provide tree cover along the roads from both sides. Approximately 30% of project area is planned for the development for green belt (along KMP, green belt in project area, road side plantation and open spaces.

Schedule of area Sec-38 Phase-II (in acre) Sec-39(in acre) Total area 364.82 386.22 Area under 100m wide green belt along expressway

46.72 49.90

Area under open space and green belt

59 .10 75.25

Total area under green belt and open space

105.82(29%) 125.15(32%)

3.13 Abstract of the Project Cost Project cost comprising of cost towards sub-work namely development of roads, water supply, waste water scheme, storm water drainage, electrification & street lighting, horticulture & road side plantation, solid waste management, IT & telecom and office complex, are given in following table.

Table-9: Abstract of cost for the proposed project, IE Sec-38-II Sl. Name of Work/Item Amount (Rs in Lacs) 1. Water supply system 989.54 2. Strom water Drainage 1011.35 3. Disposal of rising main 200.00 4. CETP 600.00 5. Roads 1821.00 6. Plantation & Horticulture Green belts & Boundary Walls 400.00 8. Sewerage System 434.86 9. Shopping centre 100.00 10. Bank Building 50.00 11. Office Building of HSIIDC 200.00 12. Re-circulation of treated effluent 200.00 13. Electrification in power house 800.00 14. Police station, post office, Bus shelter, Fire Station,

Dispensary 420.00

15. Entry Gate 150.00 16. Community centre-cum-club auditorium 500.00




17. Preliminary survey 2.00 Total 7878.75 Say 78.79 Crores

Abstract Cost of Proposed IE of sector 39, Rai

Sl. Name of Work/Item Amount (Rs in Lacs) 1. Roads 1800.00 2. Water Supply System 900.00 3. Storm water drainage 1000.00 4. Sewerage system including re-circulation, CETP & disposal

system 1400.00

5. Electrification work 800.00 6. Plantation, Horticulture & Green Belts Boundary Walls 400.00 7. Shopping Centre, Bank Building, Office Building, Police

Station, Post Office, Dispensary, Bus Shelter etc 800.00

8. Community Entre-cum-Club Auditorium 500.00 9. Entry Gate 150.00 10. Institute for industrial training 290.00 Total 8040.00 Say 80.40 Crores 3.14 Post-Project Monitoring Present study for EIA/EMP has been carried out over a shorter period 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. Regular monitoring of important and crucial environmental parameters is of immense importance to assess the status of environment during operation of the proposed project. 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 project and suitable mitigating steps could be taken in time to safeguard the environment. Monitoring is as important as that of control of pollution since the efficacy of control measures can only be determined by monitoring. The following routine monitoring program, would therefore be implemented.

Table-10: Post-project Monitoring Schedule Component of Environment


Ambient Air Quality 4-5 locations in project vicinity

SO2, NOx, PM10, PM2.5, CO, O3, Pb, Benzene, Ammonia, Arsenic & Nickel

Four times in a year for 24 hrs

DG Set Emission & Noise

Each DG set in the Industrial area (at individual industry level)

Emission : PM, NOx, Sox, CO, HC Noise : Insertion Loss

As per the norms of Pollution Control Board (Consent Purpose)

Ambient Noise Level 4-5 location in project vicinity

Leq, Lmax, Lmin Four times in a year

Drinking Water 4-5 locations: ♦ Supply Water ♦ Ground water ♦ RO system

As per IS:10500-1991

Twice in a year




Component of Environment


♦ Softening Plants Wastewater (Before & after treatment at CETP & STP

Two locations: ♦ Raw effluent ♦ Treated effluent)

pH, BOD, COD, TSS, Oil & Grease, Anionic Detergents

♦ Monitoring once in 3 months

♦ Adequacy once in year Hazardous solid waste 2-3 samples Complete characterization

inclusive of toxicity, ignitability, reactivity & corrosivity

♦ Once in year

Green belt IE area Survival rate of planted trees ♦ Once in year Socio economic IE area and affected

villages Implementation of R&R plan ♦ Once in year

General operation of IE and its regular maintenance

IE area Infrastructure conditions Road network quality Drainage system Lighting Water supply Transportation Medical facility Fire control Risk management

♦ Once in year

4.0 Environmental Management Plan (EMP) Benefits Environmental Management Plan would help Project Proponent ♦ In prioritizing area as well as setting targets to address various environmental issues to

achieve sustainable development in the area. ♦ In developing “operating procedures /systems”, which would lead to quicker dissemination

of ‘best practices’ and identification of ‘corrective actions’ needs to be envisaged to meet environmental objectives and targets.

♦ Water Management Plan and Balance diagram is as follows:

5.0 Project Benefits The project aims at development of Phase II Rai, which would help in creation state-of-the-art industrial infrastructure in the district. The proposed project will facilitate in creation of employment opportunities both direct and indirect for local population. The project will help in the urban development by creating residential housing, providing all essential amenities in the Phase II and hence the project will have immense benefit for social upliftment. The project also aims at development of better landscaping in the vicinity as well as creation of green belt in the area which would eventually help in the improvement of visual and aesthetic quality of the area. With the implementation of the project, other utilities would also be created like development of road network, sewerage network, augmentation of water supply system & wastewater treatment, solid waste collection facility, educational and health facilities etc. In nutshell, project aims at amelioration of the socio-economy of the areas as well as providing basic amenities to people.