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EIA Study

for Development of Industrial Estate Phase-II of HSIIDC at Manakpur, IMT Jagadhri

Project Proponent

Haryana State Industrial & Infrastructure Development Corporation Limited (HSIIDC) C 13-14, Corporate Office Building Sector-6, Panchkula

Prepared By

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

19, University Road, Delhi-110 007

NABET Accredited EIA Consultant

Project Title : EIA Study for Development of Industrial Estate of HSIIDC at Manakpur, IMT Jagadhri Project No. : 21-1045/ 2007-IA.III Contract No. : HSIIDC: IA:2007:959 dt.10.05.2007

Shriram Institute for Industrial Research: Delhi

Table of Contents Section Description Page

1. Introduction 1-9 1.1 Purpose of the Report 1 1.2 Identification of Project and Project Proponent 1 1.3 Regulatory Framework 1-2 1.4 Requirements of prior Environmental Clearance (EC) 2 1.5 Approved TOR from MOEF 3-5 1.6 Compliance with respect to TOR 5-8 1.7 Organization of the Report 9 2. General Project Description 10-20 2.1 Preamble 10 2.2 The Proposal for Development of IE Phase-II at Manakpur, Jagadhri 10-132.3 Infrastructure Development Proposal for Proposed Project 13-162.4 Abstract of the Project Cost 16 3. Description of the Environment 21-144 3.1 Development of Environment Baseline 21 3.2 Air Environment 24-46 3.2.1 Selection of Sampling Locations for AAQ 24 3.2.2 Monitoring Schedule 253.2.3 Methodology for AAQ monitoring 25 3.2.4 AAQ Data Interpretation 26 3.2.5 Air Pollution Dispersion Modeling 36 3.3 Meteorological Scenario 47-83 3.3.1 Climatic Conditions of Distric Yamunanagar 47 3.3.2 Micro-meteorological monitoring Data in the vicinity of Proposed Project Site 48 3.4 Noise Environment 84-88 3.4.1 Community Noise 84 3.4.2 Noise Levels for Residential, Commercial, Industrial & Silence Zones 84 3.4.3 Study Area 84 3.4.4 Noise Monitoring Methodology 85 3.4.5 Noise Data Interpretation 85 3.5 Water Environment 88-100 3.5.1 Water Resources in the Project Area 88 3.5.2 Water Demand & Supply in the Project Area 90 3.5.3 Water Quality Assessment in the Project Area 91 3.6 Wastewater Collection & Treatment 101-103 3.6.1 Domestic and Industrail Wastewater (collection & Treatment) 101 3.6.2 Strom Water drainage 102 3.7 Land Environment 104-110 3.7.1 Land Environment : Geography & Geology 104 3.7.2 Landuse in the Project Area 105 3.7.3 Soil Quality 107 3.8 Socio-Economic Environment 111-118 3.8.1 Context 111 3.8.2 Baseline Information 111 3.8.3 Demographic Structure 1113.8.4 Amenities available in the study area: 115 3.8.5 Development of Socio-economic Index 116



Section Description Page

3.9 Biological Environment 119-122 3.9.1 Context of Biological Environment 119 3.9.2 Forest Resource of Haryana & District Yamunanagar 119-120 3.9.3 Biological Impact Assessment 120-122 3.10 Traffic Study 123-126 3.10.1 Selection of Monitoring Locations: 123 3.10.2 Methodology for Traffic Density Survey 123 3.10.3 Data Interpretation of Traffic Density Survey 123 4.0 Anticipated Environmental Impacts 127-141 4.1 Impact Analysis 127-134 4.2 Description of Environmental Impacts 134-139 4.3 Statement of Environmental Impacts 139-141 5. Environmental Management Plan including Mitigation Measures, Risk

Assessment, Environmental Monitoring Program And Project Benefit 142-169

5.1 The Objective & Scope for EMP 142 5.2 Environment Management Plan for Proposed Project 142 5.3 Impact Mitigation during Construction Phase 143-147 5.4 Impact Mitigation during Operational Phase 148-164 5.5 Risk Assessment and Management Plan for Handling Emergencies 164-167 5.6 Post-Project Monitoring 167 5.7 Organization hierarchy for management of Environment 168 5.8 Environmental Management Budget 168 5.9 Environmental Management Plan (EMP) Benefits 168 5.10 Project Benefits 169 6. Public Consultation 170-178 7. Disclosure of Consultants Engaged 179-180 List of Abbrerviations 181-182



List of Tables Table No. Description Page Table-1.2 Area Statemnent of proposed project 2 Table-1.4 Criteria for environmental clearance 4 Table-1.6 Compliance with respect to TOR 5-8 Table-2.2 (a) Landuse of Proposed Project Site 11 Table-2.2 (b) Details of Plots allotments at IE Manakpur 13 Table-2.3(a) Details of right of way to be constructed for proposed projecty 14 Table-2.3 (b) Plot wise load estimations 15 Table-2.3 (c) Landuse wise load estimations 16 Table-2.4 Abstract of cost for the Proposed Project 17 Table-3.2 (a) Description of AAQ monitoring stations in the project area 24 Table-3.2 (b) Statistical Analysis of SPM Monitoring Data in Ambient Air 26 Table-3.2 (c) Statistical Analysis of RSPM Monitoring Data in Ambient Air 27 Table-3.2 (d) Statistical Analysis of SO2 Monitoring Data in Ambient Air 28 Table-3.2 (e) Statistical Analysis of NOx Monitoring Data in Ambient Air 28 Table-3.2 (f) Statistical Analysis of CO Monitoring Data in Ambient Air 29 Table-3.2 (g) Statistical Analysis of Hydrocarbon Monitoring Data in Ambient Air 29 Table-3.2 (h) SPM, RSPM, NO2 & SO2 data at AAQ-1 30 Table-3.2 (i) SPM, RSPM, NO2 & SO2 data at AAQ-2 30 Table-3.2 (j) SPM, RSPM, NO2 & SO2 data at AAQ-3 31 Table-3.2 (k) SPM, RSPM, NO2 & SO2 data at AAQ-4 31 Table-3.2 (l) SPM, RSPM, NO2 & SO2 data at AAQ-5 32 Table-3.2 (m) RSPM, NO2 & SO2 data at AAQ-6 32 Table-3.2 (n) AAQ data of Carbon monoxide 33-34 Table-3.2 (o) AAQ data of Hydrocarbons 34-35 Table-3.3 (a) Average Annual Rainfall mm 47 Table-3.3 (a) Monthlynormal rainfall (mm) Averaging of 5 years 2005-2009 47 Table-3.3 (b) Meteorological Scenario in the vicinity of proposed project site (Daily Mean Max/Min

Temperature, RH & WS) 54-83

Table-3.4 (a) Noise Level Criteria 84 Table-3.4 (b) Study area for Ambient Noise Level 84 Table-3.4 (c) Analysis of Ambient Noise Level data 85 Table-3.4 (d) Hourly Ambient Noise Level Data of Project Site 87 Table-3.5 (a) Ground water Resources abd Development Potential of Jagadhri Block & District

Yamunanagar 89

Table-3.5 (b) Estimated water requirement for the development of proposed project 90 Table-3.5 (c) Estimated water demand for the development of proposed project 90 Table-3.5 (d) Zone wise water demand & capacity 91 Table-3.5 (e) Descripition of Surfcae Water Resources selected for the Study 91 Table-3.5 (f) Physical properties of water 97 Table-3.5 (g) Inorganic non-metallic properties in Surface water 94 Table-3.5 (h) Totxic metal in water 95 Table-3.5 (i) Iron, Phenolic Substances, Cyanide, Anionic Detergents, Mineral Oil, Aluminum &

Boron in ground water 96

Table-3.5 (j) Sodicity & Salinity Hazard Rating 96 Table-3.5 (k) Percent Sodium and SAR of Water 97 Table-3.5 (l) Pollution Indicators of Water 97 Table-3.5 (m) Microbiological Quality of Water 97 Table-3.5 (n) Detailed Analysis Results of water (GW-1, GW-2 & GW-3) 98 Table-3.5 (o) Detailed Analysis Results of water (GW-4, GW-5 & GW-6) 99 Table-3.5 (p) Surface Water Quality Report 100



Table No. Description Page Table-3.6 (a) Characteristics of composite untreated effluent 101 Table-3.6 (b) Effluent discharge criteria 102 Table-3.6 (c) Approved Cost estimate for laying sewerage system for proposed project 102 Table-3.7 (a) Landuse in 10 km buffer zone of the Project Area 106 Table-3.7 (b) Description of Soil Quality Sampling Locations for the Study 107 Table-3.7 (c) Test Methods/ Protocols for Soil Quality Analysis 108 Table-3.7 (d) Test Methods/ Protocols for Soil Quality Analysis 109 Table-3.7 (e) Soil Quality Rating for available nutrients & organic carbon 109 Table-3.7 (f) Soil Quality Results in Project Area (SQ-1 to SQ-6) 110 Table-3.8 (a) Population profile in the study area 112 Table-3.8 (b) Sex Ratio in the study area 112 Table-3.8 (c) Trend of SC/ST population in the study area 113 Table-3.8 (d) Trend of Literacy Rate (LR) in the study area 113 Table-3.8 (e) Population Density in the project area 114 Table-3.8 (f) Trend of WPR in the study area 114 Table- 3.8 (g) Occupation Structure in the Project Area 115 Table-3.8 (h) Scale for Socio-economic Index Development (Population Density & Sex Ratio) 117 Table-3.8 (i) Scale for Socio-economic Index Development (Literacy Rate, Amenities & WPR) 117 Table-3.8 (j) Socio-economic Index Matrix 118 Table-3.8 (k) Socio-economic Index in the Project Area 118 Table-3.9 (a) Forest cover in district & state 120 Table-3.9 (b) Protected area in the Haryana State 121 Table-3.10 (a) Criteria for computation of equivalent PCU 124 Table-3.10 (b) PCUs at TM-1 & TM-2 125 Table-3.10 (c) Traffic Monitoring at station TM-1 126 Table-3.10 (d) Traffic Monitoring at station TM-2 126 Table-4.1 Information for right of way 133 Table-4.2 Baseline AAQ data at Core & Buffer Zones of Proposed Project Site 135 Table-4.3 (a) Potential impacts during construction phase of the project 139-140 Table-4.3 (b) Potential impacts during operational phase of the project 140-141 Table-5.4 (a) Budget for solid wastes management for proposed project 149 Table-5.4 (b) Area under green belts in the proposed IE Phase-II Manakpur, Jagadhri 154 Table-5.4 (c) Budget for horticulture & roadside plantation for proposed project 154 Table-5.4 (d) Area under green belt in the proposed IE Manakpur, Jagadhri 157 Table-5.4 (e) Plot wise load estimations 158 Table-5.4 (f) Landuse wise load estimations 159 Table-5.6 Post-project Monintoring Schedule 167 Table-5.8 Environment Management Budget 168

Project Title : EIA Study for Development of Industrial Estate of HSIIDC at Manakpur, IMT Jagadhri Project No. : 21-1045/ 2007-IA.III Contract No. : HSIIDC: IA:2007:959 dt.10.05.2007 Page 1 of 182


1. 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. The objective of EIA is, thus, to foresee the potential environmental problems 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.

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 Phase-II at Manakpur, IMT Jagadhri. This IE will be developed on the pattern of IMT Manesar (i.e. global market for industrial hub). It will have integrated sites for Industrial, Commercial & Institutional areas along with adjoining residential area for operational convenience & promoting walk-to-work culture. This industrial township will be developed in sectors 30 &.30A.

Table-1.2 Area statement of proposed project Schedule of area Area in acre

Area in acre TotalTotal Area 258A-0K-6M 258A-0K-6MArea not in possession of HSIIDC 16-A-0K-0M 16A-0K-OMArea under Acquisition 258A-0K-6M 258A-0K-6MArea under industrial plots 99.78 99.78Area reserved for residential use under R&R Policy 11.51 11.51Area reserved for institutional and commercial 9.06 9.06Area reserved for conv. Shopping 2.84 2.84Area under fire station 1.48 1.48Area under police post 0.90 0.90Area reserved for utilities/parking 14.22 14.22Area under open spaces parking, road and undetermined uses 116.60 116.60

Type of Industries to come up in proposed IMT at Jagadhri

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 IE Phase-II at Manakpur, Jagadhri would comprise of following type: ♦ General manufacturing Industry ♦ Garment industry ♦ Electronics and electricals ♦ Medical equipments ♦ Sports goods ♦ CNC machines ♦ Health care items ♦ Sheet metal components ♦ Auxiliary Industries. ♦ Metal 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.

Key Legislations in India

There are various legal instruments at the National & State level, which address environmental management in some form or the other. The key legislations relevant to the project includes following:

(a) The Environment (Protection) Act, 1986 (amended 1991) and following Rules there under: ♦ The Environment (Protection) Rules, 1986. ♦ The Hazardous Wastes (Management, Handling and Transboundary Movement) Rules, 2008

amended till date ♦ EIA Notification, 2006 amended till date. ♦ The Noise Pollution (Regulation & Control) Rules 2000

(b) The Forest (Conservation) Act, 1980.

(c) The Factories Act, 1948 (with latest amendments).

(d) The Motor Vehicles Act, 1988 (amended 2001).

(e) The Central Motor Vehicles Rules, 1989 (amended 2005).

(f) The Public Liability Insurance Rules, 1991 (amended 1992).

(g) The National Environment Tribunal Act, 1995. 1.4 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;

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

Table-1.4 Criteria for environmental clearance Project or Activity Category with threshold limit Conditions, if any

A B7 (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 and not housing any industry belonging to Category A or B

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.



1.5 Approved TOR from MOEF By Speed Post

No. 21-1045/2007-IA.III

Government of India Ministry of Environment & Forests

(IA Division) Paryavaran Bhavan,

C.G.O. Complex, Lodi Road, New Delhi-110003.

Dated: June 23, 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 - 30, 30-A, 31, & 32 at IMT Manakpur (Jagdhari), Haryana Dear Sirs, The undersigned is directed to refer to your communication no. HSIIDC:K:08:/11 dated April 03, 2008 regarding the subject mentioned above. 2. The proposal is for development of industrial Estates of HSIIDC at Sector-30, 30-A, 31, & 32 at IMT

Jagadhari, Haryana at a cost of Rs. 360.0 crore. The total plot area is 800 acres (324 ha). The total water requirement is 14500 KLD. The land will be prepared for establishment of industries based on advanced technologies Viz. metallurgy engineering, general heavy engineering and auxiliary industries. 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 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)

Tel. 24360789 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)

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 IMT Jagdhari, 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 land fill 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 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 near by 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.

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.

****** 1.6 Compliance with respect to the TOR issued by Expert Appraisal Committee

Table-1.6 Compliance with respect to the TOR TOR Item/ Points Compliance Status1. The study area should cover an area of 10 km radius around

the proposed site. EIA study has been conducted in 10-km buffer zone of the project site. Survey of India toposheet (1:50000) indicating core zone and 10-km buffer zone is appended in Chapter-2.

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.

There is no National Park, Sanctuary, Elephant / Tiger Reserve (existing as well as proposed), migratory routes within 10 km of the project site. Toposheet is given in Chapter-2. Settelite Imagery is given in Chapter-3.9.

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 land fill site etc.

Landuse for the project is strictly as per the Revised Draft Development Plan for Controlled Area, Yamuna Nagar, Jagadhri. Layout of the project site as well as break-up of proposed landuse is given in Chapter-2.

4. Provide comprehensive details of the following: Details of planned & support activities are given in Chapter-2. Environmental management utilities such as Drainage system, water conservation measures, sewage & effluent treatment, solidwaste management, effluent recycling and discharge, hazardous waste management, landscape development, energy conservation measures and odour management are given in Chapter-5.

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 magmt & handling, disposal



viii. landscape development ix. energy conservation measures x. odor management

d. project layout Project layout is given in Chapter-2 e. site location maps Site location map is given in Chapter-2 f. logistic hub/ parking details Parking details are given in Chapter-2 g. transportation facilities Transportation facilities including road network is

given in Chapter-2.h. residential and other community facilities etc. Residential & other community facilities are covered in

Chapter-2 & Chapter-5.i. overall carrying capacity of the environment Overall carrying capacity inclusive of supportive &

assimilative capacities covered in Chater-5.5. Detailed description of the existing environmental

conditions shall be provided covering physical, biological and socio-economic attributes.

Chapter-3 gives the illustration in detail about the existing environmental conditions inclusive of 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.

The detailed description of existing landuse is given in Chapter-3.7. SOI topsheet is given in Chapter-2 and Chapter-3.9. The geological features are given in Chapter-3.5 and soil characteristics are given in Chapter-3.7.

b. The soil of the area shall be tested from 5 - 6 locations in the project area.

The soil quality in core zone and buffer zone of the project site has been analysed and data is presented in Chapter-3.7.

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.

The water quality of various sources (10 Nos.) has been analysed in core and buffer zone of the project site. The water quality analysis data along with interpretation is presented in Chapter-3.5.

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

The water quality of Western Yamuna Canal u/s and d/s has been analysed and data along with the interpretation is presented in Chapter-3.5.

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.

Data of the climatic condition of study area (hourly readings for three months) with respect to temperature, RH, wind direction, wind speed are presented in Chapter-3.3. Month wise rainfall data of five years is also given from IMD source.

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.

Ambient Air Quality in the core and buffer zone of the project site has been monitored for twice in a week for 12 weeks (one non-monsoon season) for all the relevant parameters. Location map along with the data compilation and interpretation is given in Chapter-3.2. AAQ locations include the pre-dominat wind direction and sensitive receptors. Location description is fixed with the latitudes and longitudes.

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.

ISCST3 EPA approved model has been used for aaaaaaaaAir pollution dispersion modeling which uses the steady-state Gaussian Plume equation for continuous elevated sources. The sources coordinates include down-wind, cross-wind and vertical directions. 1st highest 1-hr average GLC and 2nd highest 1-hr GLC are estimated and presented along with the contours in Chapter-3.2.5. Month wise windrose diagrams along with the data analysis are presented in Chapter-3.3.

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

The Ambient Noise level has been monitored in the core zone and buffer zone of project site. The data alongwith the interpretation has been presented in chapter-3.4. Traffic density data, which has been monitored on hourly basis for 24-hours, is presented along with interpretation and graphical presentation in Chapter-3.10.

i. Identification of existing potential sources of pollution like industries in the study area.

Details are provided in Chapter-4 & 5.



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.

Details are provided in chapter-3.5,3.6 and 5.0.

k. Identification of available facilities for solid waste management near the project location.

Details are provided along with the plan and budget in chater-5.

l. Identification of municipal solid waste disposal facilities in the near by area.

The district administration of Yamunanagar is constructing a solid waste management site for Yamunanagar & Jagadhri, which is at a distance of 10-km from the proposed site. The facility of collection and lifting the waste from project site would be provided by HSIIDC.

m. Details of existing water supply, rail and road networks. Details are given in Chapter-2 & 5 alongwith the layout.

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.

Details are given in Chapter-2 & 5.

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

The detailed description of the flora and fauna (terrestrial & aquatic) are given in the Chapter-3.9.

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.

Demographic data in detail alongwith data analysis with respect to various socio-economic attributes are presented in Chapter-3.8. Attributes like connectivity, power supply, P&T services, drinking water, educational facilities, medical facilities etc. are also assessed and are included in the socio-economic index of the area.

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.

Environmental sensitivity analysis has been done and details are provided in the Chapter-3.7

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.

Details of social infrastructure together with wor participation rate are given in Chapter-3.7. Details regarding availability of social infrastructure for labour force during the construction period of the project are provided in Chapter-5.

6. Environmental condition scenarios shall be developed based on industrial activities and pollution potentials.

Detailed environmental conditions scenarios are discussed in Chapter-4.

7. Two different kinds of scenarios shall be studied to work out techno-economically feasible model of the R&R policy of the State.

R&R aspects are given in Chapter-2 and Chapter-5.

8. Each industrial activity shall be defined with respect to its manufacturing process, product, material balance, waste generation, treatment and its disposal.

Industrial activities along with the size of industries expected to come up in the Ie are given in Chapter-2.

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.

Detailed description and type of industries are discussed in the Chapter-2.

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.

Cumulative impact analysis has been done and isreported in Chapter-4.

11. All kind of resources both renewable and non-renewable shall be taken into account

All kind of resources both renewable and non-renewable are taken into account. Details are presented in Chapter-5.

12. The environmental impacts shall be identified for construction and operation stages of the project.

The Environmental Impacts are identified both duringconstruction and operation phase of the project and are reported in Chapter-4.

13. Major environmental issues of concern shall be discussed in the environmental assessment report. Identified potential impacts could be:

All major issues of concerns were considered during the environmental impact analysis and are reported in Chapter-4



a. Air Pollution due to industrial, construction activities & transportation of goods and material

Air pollution scenarios are considered due to various activities in detailed impact analysis.

b. Change in drainage pattern Drainage pattern has been considered c. Change in landscape Landscape has been taken into account d. Water Pollution due to industrial and domestic wastewater e. Pollution of potable, surface, groundwater water bodies

Detailed impact analysis has been done related to water and water pollution aspects.

f. Increase in Noise Levels Impact analysis due to noise has been consideredg. Generation of Solid & Hazardous Waste Impacts due to solid & hazardous wastes have been

considered.h. Socio-economic and cultural impacts Socio-economic & cultural aspects are taken into

consideration in impact analysis. i. Impact on Flora & Fauna Impacts on flora & fauna are studies. j. Odor problem due to industrial activity Impacts due to odour have been considered.14. The impacts shall be distinguished between significant

positive and negative impacts, direct and indirect impacts. All positive and negative impacts are considered and analysed.

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

Impact analysis included potential impacts, sources and safeguard measures.

16. Measures shall be prepared for avoiding, as far as possible, any adverse impacts due to proposed development.

Details are reported in the Environmental Management Plan in Chapter-5.

17. Identification of the industries, which should be avoided in the industrial estate.

The size and type of industries have been identified. Details given in Chapter-2.

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.

Detail Environmental Management Plan covering all these aspects are given in Chapter-5

19. An outline-monitoring programme for construction and operation stage shall also be developed.

Environmental Monitoring Plan for the Operational Phase of the project has been delineated.

20. The monitoring programme shall include the parameters to be monitored with frequency, locations and reporting.

Environmental Monitoring Plan includes activity to be monitored, parameters, frequacy etc.

21. A detailed environmental budget and green belt development proposal would also be presented.

Environmental Budget including that for the development and maintenance of green belt is reported in Chapter-5.

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.

All documents are 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.

Source of data has been mentioned in case where secondary data has been used.

(c) Where the documents provided are in a language other than English, an English translation should be provided.

EIA/EMP report is written in English language only.

(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.

The planning of CETP has been done very carefully considering the proposed load in future. CETP layout is given. Cost of CETP (capital & recuurent is given). CETP design meets all the stipulated criterias of MOEF/CPCB.

(e) Explore possibility of utilizing waste of one unit as raw material for the other units.

Such kind of possibilities will be explored during the operational phase of the project.

(f) Chemical emergency response and rescue system proposed may be indicated including onsite and offsite disaster management plans.

Management plan for handling emergencies is given in Chapter-5.



1.7 Organization of the Report

This 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. 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, Micro-meteorology, Traffic, Noise, Water Environment, Land Environment, Biological Environment and Socio-econoic 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 : Public Consultation/ Public Hearing This chapter provides details of Public Hearing conducted at site along with suggestions, objections, remarks etc. obtained from general public together with the action plan of the Project Proponent to address the issues raised during the Public Hearing/ Consultaion. Chapter- 7 : Disclosure of Consultants Engaged

This chapter describes the general profile of consultantancy organization.



2. GENERAL PROJECT DESCRIPTION 2.1 Preamble In the pursuit of prosperity in Haryana, pioneering role has been played by the Haryana State Industrial and Infrastructure Development Corporation Limited (HSIIDC). 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 so as 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. ♦ Infrastructural 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 Phase-II at

Manakpur Jagadhri In line with the Industrial Policy announced by the Government of Haryana, HSIIDC has decided to develop a new Industrial Model Township (IMT) at Jagadhri. This IMT will be developed on the pattern of IMT Manesar (i.e. global market for industrial hub). It will have integrated sites for Industrial, Commercial & Institutional areas along with adjoining residential area for operational convenience & promoting walk-to-work culture. This industrial township will be developed in sectors 30 and 30 A of Jagadhri. (a) Land Acquisition for Proposed Project In pursuance of the Government Notification No. 2/6/24-IIB-II-2007 dated 11.07.2007, published in Government Gazette dated 11.07.2007, u/s-4 of the Land Acquisition Act 1894 and



declared U/S-6 vide notification No. 2/6/24-IIB-II-07 dated 10.07.2008 the State Government has acquired the land measuring 259A-6K-17M pertaining to revenue estate of village Manakpur, Udhamgarh, Garhi Banjarah at public expenses, for public purpose namely setting an Industrial Estate Phase-II at IE Manakpur Tehsil Jagadhri District Yamuna Nagar. The award of above said land was announced by District Revenue officer-Cum-Land Acquisition Collector, Yamuna Nagar on 10.07.0. A sum of Rs. 32.60 Crores was disbursed as compensation to the owner of the acquired land. The physical possession of acquired land has already been taken over on 27.02.2010 from the Sub Divisional Magistrate, Jagadhri. The tentative lay out plan of Indl. Estate Phase- II Manakpur has also earlier been prepared for the total land area of 258A-0K-6M (258.04 acres) (b) Landuse of Proposed Project Site HSIIDC proposes to develop IMT Jagadhri as the most modern industrial township with international level of environmental friendly infrastructure. Total area in Sector-30 and 30A is 258A-0K-6M (258.04 acres) which has already been acquired by HSIIDC for the purpose of development of IMT. The schedule of area is described in table-2.2 (a).

Table-2.2 (a) Landuse of Proposed Project Site S. No. Use of land Area in Acre 1. Total area under acquisition 258.04 2. Area to planned later 1.65 3. Net area planned 256.39 4. Area under industrial plots 99.78 5. Area reserved for residential use 11.51 6. Area reserved for institutional and commercial 9.06 7. Area reserved for conv. Shopping 2.84 8. Area under fire station 1.48 9. Area under police post 0.90 10 Area reserved for utilities/parking 14.22 11. Area under open spaces parking, road and undetermined uses 116.60

♦ The area planned for the development of IMT would be 256.39 acres which is about 99.36% of total acquisition land.

♦ The area under development of industrial plots would be 99.78 acres which is 38.91% of total planned area.

♦ The area under residential use would be 11.51 acres which is 4.48% of the planned area and reserved in sector 30A.

♦ The area under commercial and institutional use would be 9.06 acres which is 3.53% of total planned area.

♦ The area reserved for shopping, fire station installation and police post would be 2.84, 1.48 and 0.90 acres which is 1.11%, 0.57% and 0.35% of total planned area.

♦ The area reserved for utilities/parking would be 14.22 acres which is 5.55% of total planned area.

♦ The area coming under open space parking, roads and undetermined uses would be 116.60 acres which is 45.48% of total planned area.



(c) Salient features of the Proposed Project The project for the development of IMT Jagadhri 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. (d) 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 proposed IMT Jagadhri would comprise of following type: ♦ Medical Equipment ♦ General Manufacturing Industries ♦ Garments Industry ♦ Electronic & Electricals ♦ Sports goods

♦ CNC machines ♦ Health Care Items ♦ Sheet Metal Compounds ♦ Auxiliary Industries ♦ Metal Industries

The raw material for SS utensils, sheets being used in M.S.flat, M.S.angle channel, M.S.round bar, M.S sheet, high carbon wire rod & wire springs. The raw material required for input purpose would depend upon the nature of industry likely to come up in the township. The raw

Industrial plots38.92%

Open spaces parking, road and

undetermined uses45.48%

Utilities/parking5.55%

Residential use4.49%

Institutional and commercial

3.53%

Police post0.35%

Fire station0.58%

Conv. Shopping1.11%



material required for industrial units can only be known after floatation of the project. However, it is expected that raw material generally needed for medical equipments, health care, electronic, garments etc. shall be met indigenously. (e) Details of plots Maximum size of the plot is 1.44 acre (5841 sq.m). Out of 290 plots carved out 99.3% plots are below or equal to one acre (4050 sq.m) whereas 92.4% plots are below or equal to 0.52 acre (2100 sq.m). Categorization of industrial plots for the proposed IMT at Jagadhri are illustrated in table-2.2 (b)

Table-2.2 (b) Categorization of industrial plots for proposed project S.No. Category of Plot (in acre) Size in Meters No. of Plot1. 1.44 5841 sq.m 012. 1.00 45 x 90 (4050 sq.m) 203. 0.79 49 x 65 (3185 sq.m) 014. 0.52 35 x 60 (2100 sq.m) 015. 0.48 30 x 65 (1950 sq.m) 056. 0.44 30 x 60 (1800 sq.m) 947. 0.25 22.5 x 45 (1012.5 sq.m) 928. 0.24 22 x 45 (990 sq.m) 029. 0.22 20 x 45 (900 sq.m) 0410. 0.11 15 x 30 (450 sq.m) 70Total 290 (f) Connectivity The project site 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. There would not be any problem with respect to the supply and procurement. 2.3 Infrastructure Development Proposal for Proposed Project (a) Existing Roads & Connectivity

At present the main access to the project area is from the 75 m wide outer periphery road passing at the back of sectors 30 & 30A and connected to NH-73A.. (i) Road Hierarchy under the proposal The classification of roads in terms of road hierarchy depends upon access to abutting property and travel mobility. Accessibility refers to the level of control over traffic entering of exiting a road way to or from adjacent properties. Mobility refers to the ability of road to move traffic for example ‘express way’ emphasizes high degree of mobility, but have virtually no access to abutting properties. Local roads on the other hand mainly provide access to the abutting properties while discouraging the mobility through traffic. The road hierarchy for the present project is proposed as under: External roads ♦ 75 M outer peripheral road with 30 M green belt on inner side. ♦ 30 M sector dividing roads. Internal roads ♦ 30 M wide road : Internal major roads ♦ 20 M wide road : Collector streets ♦ 18 M wide road : Collector streets



(ii) Proposed Road Levels

♦ Formation level of 60 m wide sector dividing roads and 75 m wide periphery road have been fixed above the natural ground levels.

♦ The slope of the master roads has been kept according to proposed storm water drainage proposal. The formation levels of other roads have been fixed accordingly, and are as per the standard specifications.

(iii) Right of Way The right of way as well as formation width together with metalled width, side slope, of various roads will be as under:

Table-2.3 (a) Information wrt Right of Way, Formation Width etc Right of Way (m)

Formation width (m)

Side slope Hort.-Vert.

Mettaled width (m)

Service Lanes Camber (%)

Kerbs & Channel

18 18 2:1 9.00 - 2.5 One side 20 20 2:1 10.00 - 2.5 One side30 30 2:1 12.00 - 2.5 One side75 75 2:1 4 carriage ways

10 m wide On inner side 7 m width

2.5 Both sides

(iv) Pavement Design The pavement design will be done as per IRC-37 and IRC-58 depending upon the type of pavement. The soil classification shall be carried out as per IS: 1498 and tests like field density, CBR and other desirable laboratory tests shall be carried out as per IS: 2720 (relevant parts). (v) Specifications for the pavement The following specification for the pavement design has to be considered: ♦ The side slopes to be 2 horizontal to 1 vertical with minimum camber 2.5 %. ♦ The compaction of the embankment of the roads shall be considered satisfactory when

desired DBD is achieved. ♦ The requirements of earth work in embankment and tentative proposed crust thicknesses for

construction shall be as under − Physical requirement of embankment and sub-grade shall be as per MORTH

specifications. − Compaction of embankment and sub grade shall be as per MORTH specifications. (b) Water Supply and Sewage Network

The required amount of water shall be supplied through underground C.I / D.I pipes after giving necessary treatment confirming to potable water specification at the rate of 4000 gallons per acre per day. The sewer line will be laid along the road berms as per the approved cross section of each category of road. The sewage so collected shall be disposed off after necessary treatment into near stream.

(c) Strom Water Drainage Network

The storm water drain shall be provided on the basis of total climatic conditions. It considered on one side of the road having one side slop of the roads 18m, 20m, 30m and 75m wide road as per the cross section shall also adopted as per the design. The lines of storm water drain laid underground.



(d) Energy Conservation System

Energy Conservation System shall be provided as per the State Govt. Notification Dated 25th June 2008 of the Energy Efficient Building which shall be followed by HSIIDC as well as shall be got followed by the Industrialist as per State Govt. Notification dated 29.7.2005.

(i) Energy Management for Proposed IMT at Jagadhri

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 (CFL’s) and /or T-5 (28 watt) energy efficient tube light and or Light Emitting Diode (LED)lamp shall be mandatory for all electricity consumers in the industrial, commercial and institutional sector having connected load of 30 KW or above.

♦ In all Central Government office and Central Public sector undertaking institution/establishment located in the State of Haryana, the use of CFL’s and or T-5 (28 Watt) energy efficient tube light and LED lamps shall be mandatory.

(ii) Mandatory use of Energy Efficient Street Light

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 Authorities, Haryana State Industrial & Infrastructures Development Corporation, Housing complex, Colonies and township developed by Private/Semi Govt./ Autonomous institution shall use energy efficient street lighting fixtures using T-5 LED lamps/ low pressure sodium vapour (LSPV) High pressure sodium vapour (HPSV) Induction arc lamps.

(e) Power Supply network

The dedicated power supply network shall be provided by the HSIIDC by providing all LT, HT lines, sub-division and street light. The approximate requirement of power is 25 MVA.

Table-2.3 (b) Plot wise Load Estimations Sl. Size of Plot No. of Plots Expected Load (KW) Total Load (KW) 1. 450 sq.m 70 30 2100 2. 900 sq.m 4 50 200 3. 990 sq.m 2 50 100 4. 1012.5 sq.m 92 50 4600 5. 1800 sq.m 94 75 7050 (HT) 6. 1950 sq.m 5 75 375 (HT) 7. 2100 sq.m 1 75 75 (HT) 8. 3185 sq.m 1 100 100 (HT) 9. 4050 sq.m 20 100 2000 (HT) 10. 5841 sq.m 1 150 150 (HT)

Total 16750 After diversity factor = 16750/1.6 = 10500 Applying power factor = 10500/0.8 = 13125 KVA (131.25 MVA) In addition to above load of industrial plot, the projected load requirement is given below:

Table-2.3 (c) Landuse wise Load Estimations Sl. Description Approx. Load (MVA) Area in acres1. R & R Policy 0.50 11.51 2. Commercial & institutional use 2.0 9.06 3. Utilities 1.0 14.22 4. Police post 0.25 0.90 5. Fire station 0.25 1.48 6. Conv. shopping 5.0 2.84 7. Open space; parking, roads etc - 116.60 8. Industrial plots 13.125

Total 22.125 (Approx . 25 MVA)



(f) Common Effluent Treatment Plant (CETP)

CETP of 8 MLD capacity shall be provided with the provision of primary settling tank, oil & grease tank, secondary treatment tank, clarifier and sludge beds after getting the design of the same by duly following the norms of the MoEF about 10 acres of land has been earmarked as site for disposal work.

(g) Education and Medical Facilities

Education and medical facilities are available in the Yamuna Nagar Jagadhri city within 6-10 Km from the proposed project site.

(h) Recreational Facilities

The Industrial Estate Manakpur is attached to Jagadhri city and all recreational facilities are available in the city. However, provisions for commercial sites have been purpose within the Industrial Estate also.

(i) Rain water Harvesting System

The rain water harvesting would be essential for the operational phase of proposed project because surface water would be inadequate to meet the water requirement of proposed project. The rain water structure shall also be provided by HSIIDC on Govt. Land according to the approved design.

(j) Description of resources both renewable and non-renewable

A renewable resource mainly in sewerage water which shall be re-used for watering to plantation & lawns after treating to safety norms. Further the rain water shall be captured. Injection into sub-soil through providing rain water harvesting system. Non renewable resources shall be used like building material, power etc.

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 Abstract of the project cost Sl. No. of Sub Work Name of Sub Work Amount (Rs) 1. Sub work No.1 Roads 32,00,00000.00 2. Sub work No.2 Water Supply 04,30,00000.00 3. Sub work No.3 Waste water scheme + Sewer + CETP 26,62,50,000.00 4. Sub work No.4 Storm water drainage 02,00,00000.00 5. Sub work No.5 Electrification & street lighting 98,50,00000.00 6. Sub work No.6 Horticulture & Road side plantation 03,53,33000.00 7. Sub work No.7 Solid waste management 02,60,00000.00 8. Sub work No.8 IT & Telecom 01,50,00000.00 9. Sub work No.9 Office Complex 100,0000.00 Total 175,05,83000.00 Add 1.5% contingency charge 02,62,58745.00 Add 3% project advertisement & audit charge 05,25,17490.00

Grand Total 182,93,59235.00 Say Rs. 182.94 Crores

10-Km Buffer Zone of IE Phase-II Manakpur

IE Phase-II Manakpur



3. 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 parameter that has been covered include 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 IE Phase-II at Manakpur, Jagadhri).

(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:



(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.



PROCESS FLOWSHEET 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

Public Consultation

EIA/EMP Finalization



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 man-made (e.g. traffic, emissions etc.) factors. An assessment of the existing air quality status was carried out at five different locations in the vicinity of proposed development site. It would provide the ground level concentration of air quality indicators. The impact of the project on local Ambient Air Quality could be compared with the baseline AAQ scenario. 3.2.1 Selection of Sampling Locations for AAQ Six numbers of Ambient Air Quality (AAQ) monitoring stations, as per the detail given below, were set up in the vicinity of the proposed project site.

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

Location Core Zone/ Buffer Zone Geo-codes Latitude Longitude

AAQ-1 Udhamgarh Core Zone 30°10’51.2”N 77°19’8.43”E AAQ-2 Tejli Buffer Zone 4.3 km S 30°08’32.7”N 77°19’15.74”E AAQ-3 Nayagaon Buffer Zone 7.4 km SE 30°07’11.4”N 77°21’7.46”E AAQ-4 Mumidi Buffer Zone 9.4 km SW 30°06’55.47”N 77°15’19.0”E AAQ-5 Haripur Jatan Buffer Zone 5.2 km NW 30°11’27.8”N 77°16’5.52”E AAQ-6 Salempur Banger Buffer Zone 6.3 km N 30°14’13.24”N 77°18’45.97”E



3.2.2 Monitoring Schedule Monitoring was carried out twice in a week for 12 weeks duration in the months January to April 2009 Parameters like Suspended Particulate Matter (SPM), Respirable Particulate Matter (RPM), 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. 3.2.3 AAQ monitoring Methodology (a) Suspended Particulate Matter (SPM) Atmospheric air was drawn into a covered High Volume Sampler equipped with an air flow 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 period. Particulates were collected on the filter paper (Whatman GF/A). The mass concentration in µg/m3 of suspended particulate in ambient air was computed 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 Particulate Matter (RPM) Atmospheric air was drawn into a Respirable Particulate Sampler equipped with an air flow 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 period. The mass concentration in µg/m3 of respirable particulate in ambient air was computed 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). (c) Sulphur dioxide (SO2) Sulphur dioxide from the air stream was absorbed in sodium tetrachloromercurate solution by bubbling the air into absorbing solvent by means of low volume sampler assembly attached with HVS, at the flow rate of 0.2 to 0.5 litre/min for 24 hourly averaging period. 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 (NOx) Nitrogen oxides as Nitrogen dioxides from the air stream was absorbed in sodium hydroxide solution by bubbling the air into absorbing solvent by means of low volume sampler assembly attached with HVS, at the flow rate of 0.2 to 0.5 litre/min for 24 hourly averaging period. 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 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) Samples were collected in Tedlar bags. NDIR based carbon monoxide analyser CO11M of Environmental s.a., which provides better sensitivity in addition to continuos measurement system, was used to determine concentration of Carbon monoxide (CO) in ambient air. (Protocol-IS: 5182; Part-X). (f) Hydrocarbons Samples were collected in Tedlar bags. Hydrocarbons in collected samples were monitored using 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 dt. 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 means atmospheric level of dust retained on the glass microfiber filter. Statistical analysis of SPM monitoring data is illustrated in following table:

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

AAQ-1 AAQ-2 AAQ-3 AAQ-4 AAQ-5 AAQ-6 Minimum 136 163 173 156 162 131 Average 265 249 248 329 289 239 Maximum 422 348 356 428 453 387 98th Percentile 395 346 349 421 445 375 90th Percentile 362 338 339 411 433 362 50th Percentile 256 244 236 342 271 239 10th Percentile 143 167 174 166 168 133 ± SD 78 48 58 71 69 72 Statistical analyzed monitoring data shows that how SPM level varies in ambient air in the study area during the monitoring period. SPM level in ambient air at all the monitoring stations in the vicinity of project site were found in the range of as follows: ♦ 136-422 µg/m3 with mean value of 265µg/m3 and its 98th percentile value was 395 µg/m3 at AAQ-1. ♦ 163-348 µg/m3 with mean value of 249 µg/m3 and its 98th percentile value was 346 µg/m3 at AAQ-2. ♦ 173-348 µg/m3 with mean value of 248 µg/m3 and its 98th percentile value was 349 µg/m3 at AAQ-3. ♦ 156-428 µg/m3 with mean value of 329 µg/m3 and its 98th percentile value was 445 µg/m3 at AAQ-4. ♦ 162-453 µg/m3 with mean value of 289 µg/m3 and its 98th percentile value was 445 µg/m3 at AAQ-5.



♦ 131-387 µg/m3 with mean value of 239 µg/m3 and its 98th percentile value was 375 µg/m3 at AAQ-6. Standard Deviation of SPM data during the monitoring period was estimated in the range of ±48 to ± 78 µg/m3 at all monitoring locations. (b) Respirable Suspended Particulate Matter (RSPM) Respirable Suspended Particulate Matter (RSPM) in ambient air means atmospheric level of dust below 10-µm size. As per the regulatory requirements (NAAQS), 24 hourly average value of RPM in Industrial, Residential, Rural & Other areas should not exceed 100 µg/m3. Statistical analysis of RSPM monitoring data is illustrated in following table:

Table - 3.2(c) Statistical Analysis of RSPM Monitoring Data in Ambient Air Data Indicator RSPM concentration in µg/m3

AAQ-1 AAQ-2 AAQ-3 AAQ-4 AAQ-5 AAQ-6Minimum 39 74 71 69 101 65 Average 135 119 117 195 163 117 Maximum 302 170 221 288 265 226 98th Percentile 288 170 198 285 264 213 90th Percentile 268 168 169 280 257 19550th Percentile 104 121 108 208 152 10010th Percentile 43 75 73 69 104 66 ±SD 75 27 36 68 46 43 Statistical analyzed monitoring data shows that how RSPM level varies in ambient air in the study area during the monitoring period. RSPM level in ambient air at all the monitoring stations in the vicinity of project site were found in the range of as follows: ♦ 39-302 µg/m3 with mean value of 135µg/m3 and its 98th percentile value was 288 µg/m3 at AAQ-1. ♦ 74-170 µg/m3 with mean value of 119µg/m3 and its 98th percentile value was 170 µg/m3 at AAQ-2. ♦ 71-221µg/m3 with mean value of 117µg/m3 and its 98th percentile value was 198 µg/m3 at AAQ-3. ♦ 69-288µg/m3 with mean value of 195µg/m3 and its 98th percentile value was 285 µg/m3 at AAQ-4. ♦ 101-265µg/m3 with mean value of 163µg/m3 and its 98th percentile value was 264 µg/m3 at AAQ-5. ♦ 65-226 µg/m3 with mean value of 117µg/m3 and its 98th percentile value was 213µg/m3 at AAQ-6. Standard Deviation of SPM data during the monitoring period was estimated in the range of ±27 to ± 75 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), 24-hourly averaging value of both the pollutants Sulfur dioxide as SO2 & Oxides of Nitrogen as NO2, should not exceed 80 µg/m3 for Industrial, Residential, Rural & Other areas. Statistical analysis of SO2 and NOx data is illustrated in table-3.1 (d) & 3.1(e).



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

AAQ-1 AAQ-2 AAQ-3 AAQ-4 AAQ-5 AAQ-6 Minimum BDL BDL 5 BDL BDL BDL Average BDL BDL 5 BDL BDL BDL Maximum 5 5 5 5 BDL BDL 98th Percentile - - - - - - 90th Percentile - - - - - - 50th Percentile - - - - - - 10th Percentile - - - - - - ± SD - - - - - - Maximum value of SO2 has been found 5µg/3.

Table -3.2 (e) Statistical Analysis of NOx Monitoring D

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