Proposed development of Sector-37 At By HSIIDC Karnal Haryana Conceptual Plan

INTRODUCTION The Proposed development of Sector-37 Karnal Haryana by HSIIDC Karnal Haryana is being developed. Haryana State Industrial and Infrastructure Development Corporation, formerly Haryana State Industrial Development Corporation, headquarter at , is a 100% state

owned agency of the in the Indian state of Haryana founded on 7T 84T7T

March 1967.4T Registered office of HSIIDC Karnal is at Sector-3, Industrial Estate, Near Namaste Chowk Karnal Haryana. The management of the authority has decided to propose Development of Sector-37. The HSIIDC has already acquired the land measuring 207.07 Acres at Sector-37 Karnal Haryana to develop Industrial Plots, R&R Plots, and Commercial Area Plots at the proposed site.

SITE LOCATION AND SURROUNDINGS The proposed project site is located at Sector-37 karnal Haryana.The Coordinates of the project site are:

1. 29°38'38.03"N and 76°58'58.78"E 2. 29°39'39.56"N and 76°59'19.72"E 3. 29°39'37.87"N and 76°59'33.95"E 4. 29°38'31.98"N and 76°59'20.28"E

The nearest highway is NH-1 which is adjacent to the project site in West direction. The nearest railway station is Karnal Railway Station at a distance of approx. 4.1 Km. in North-North-West direction from the proposed project site. The nearest airport is Karnal Airport at a distance of approx. 7.15 km in North-North-East direction from the project site.

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Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan

FigureU -1: Google image showing the project site

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TABLE 1: CONNECTIVITY

S. No. Detail Distance Direction 1. Nearest Highway (NH-1) 0 Km W 2. Karnal Railway Station 4.1 Km NNW 3. Karnal Airport 7.15 Km NNE

PROJECT LAYOUT AND ENVIRONMENTAL CONTEXT 2 Total notified land area for this is estimated 8, 37,975 mP P (207.07 Acres), out of which 2 2 8, 09,971 mP P (71.85 Acres) for Industrial, Institutional and Commercial landuse and 28,003 mP P (6.92 Acres) area to be Planned later. The detailed Area Statement is provided below in Table 2.

SALIENTU FEATURES OF PROJECT:

TU able 2: Area Statement

2 S. No. Particulars Area/details ( mP )P Proposed Development of Sector-37 Karnal, 1. Project Name Haryana by HSIIDC Karnal Haryana Industrial, Commercial, Industrial Educational 2. Activity in the complex and Public Utility. 2 Total Notified Scheme Land 8,37,975 mP P (207.7 Acres or 83.79 Ha) 2 3. Industrial Landuse: 8,09,971 mP P (200.15 Acres 2 To be Planned Later: 28,003.99 mP P (6.92 Acres) 2 4. Industrial Landuse Total Area 8,09,971 mP 2 i. Industrial Plotted Area 290764.017 mP 2 ii. Flatted factories 48278.56 mP

2 iii. R & R Policy 30593.95 mP 2 iv. Petrol Pump 2225.75 mP 2 v. Staff Quarter 9793.30 mP 2 vi. Commercial Use 29177.57 mP 2 vii. Institutional Use 20436.44 mP 2 viii. Hotel sites 16470.55 mP 2 ix. Disposal works and solid waste 39254.15 mP disposal 2 x. Multi Speciality Hospital 14366.21 mP 2 xi. Public Utilities 9348.15 mP

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2 xii. Electric Sub Station 12140.46 mP 2 Open Spaces ,Roads, Green Belt 287121.87 mP xiii. etc. Total Water Requirement: 4234 KLD Fresh Water Requirement: 2102 KLD 5. Water requirement & Sources Treated Water Requirement: 2377 KLD Source: Ground Water (4 nos. of Deep Tube well) CETP Capacity : 5 MLD 6. Sewage Treatment & Disposal (For Sector-3 & 37 Combined) 7. Estimated Population 14204 persons The project site is connected to NH-1 shall 8. Connectivity provide access to other parts of the city. 70.95 acres(Including open space ,roads and 9. Proposed Green Area Green area) 10. Total Project Cost 116.30 Crore

POPULATION DENSITY The Total population of the project will be 14204 persons. The detailed population breakup is showing as given below in the Table 3.

TableU -3: Population Break up

S.No. Types Area Population Basis Population Working Floating Total 1 Industrial Plots 83.78 100 person/acre 2513 5864.6 8378 2 7.21 1 person per 20 m2 area 1459 200 1659 Area Under (29177.79 for working population Commercial sqm) and 200 person Floating population 3 20.45 1 person per 40 m2 area 2069 200 2269 (82758.08 for working population Area Under Services sqm) and 200 person Floating population 4 Area under R&R Plots 7.56 100 persons/acre 756 75 831 5 Area Under disposal 9.7 100 persons/acre 970 97 1067 works and Solid Waste Disposal Total 7767 6436.6 14204

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Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan

WATER REQUIREMENT 4 Nos. of Deep tube well will be proposed to meet the Water Demand. Total water requirement for the project will be approximately 4234 KLD, out of which 2102 KLD is fresh water requirement and 2132 KLD is recycled/treated water requirement. The daily water requirement calculation is given below in Table 4.

TableU -4: Calculations for Daily Water Demand

S.No Types Area(Acres) Rate of Total Fresh Water Recycled Water Waste Water Water Water Demand Demand Generation Quantity % Quantity % (KLD/acres) (KLD)

1 Industrial Plots 83.78 25 2094.50 1466.15 70.00 628.35 30% 1570.875 2 Area Under 7.21 25 180.25 126.18 70.00 54.075 30% 135.1875 Commercial 3 Area Under 20.45 25 511.25 357.88 70.00 153.375 30% 383.4375 Services(Including Institutional area, Staff quarter, Hotel Sites 4 Area under R&R 7.56 25 189.00 132.30 70.00 56.7 30% 141.75 Plots 5 Area Under 9.7 20 194.00 19.40 10.00 174.6 90% 145.5 disposal works and Solid Waste Disposal 6 Horticulture 70.95 15 1064.25 1064.25

Total 4233.25 2101.9 2131.35 2376.75 or say 2102 2132 or say 2377 4234

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Total Water Requirement (4234 KLD)

Fresh Water Recycled/Treated Water Requirement (2132 KLD) (2102 KLD)

Landscaping and

Wastewater Flushing generated (2377 KLD)

CETP 5 MLD (Combined for Sector-3 & Sector-37)

@90%

Recycled/Treated water (2139 KLD)

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FigureU -2: Water Balance Diagram

Hence, total fresh water requirement of the project will be as follows;

 Total Fresh Water Requirement : 2102 KLD  Total Recycled Water Requirement: 2132 KLD  Total Waste Water Generation : 2377 KLD

WastewaterU Generation & Treatment:

The wastewater will be treated in proposed Common Effluent Treatment Plant of 5 MLD within the project premises. Recycled water will be obtained from proposed Common Effluent Treatment Plant which will be used for flushing and horticulture.

Table-4: Calculation of Wastewater Generation S.No Types Area(Acres) Rate of Total Fresh Water Recycled Water Waste Water Water Water Demand Demand Generation Quantity % Quantity % (KLD/acres) (KLD)

1 Industrial Plots 83.78 25 2094.50 1466.15 70% 628.35 30% 1570.875 2 Area Under 7.21 25 180.25 126.18 70% 54.075 30% 135.1875 Commercial 3 Area Under 20.45 25 511.25 357.88 70% 153.375 30% 383.4375 Services(Including Institutional area, Staff quarter, Hotel Sites 4 Area under R&R 7.56 25 189.00 132.30 70% 56.7 30% 141.75 Plots 5 Area Under 9.7 20 194.00 19.40 10% 174.6 90% 145.5 disposal works and Solid Waste Disposal 6 Area Under roads 70.95 15 1064.25 1064.25 ,open spaces and green belt Total 4233.25 2101.9 2131.35 2376.75 or say 2102 2132 or say 2377 4234

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COMMON EFFLUENT TREATMENT PLANT To treat the Industrial effluent a common effluent treatment plant is proposed to be constructed on the acquired piece of land for this purpose. Therefore construction of CETP of 5 MLD is proposed under this project.

Treatment Units The common effluent treatment plant would have following treatment units.  Screen chamber  Oil cum grease removal traps  Grit removal system  Pump House  Equalization tank  Chemical House-chemicals store, solution tanks and dosing pumps  Flash mixing tanks  Flocculation tanks  Primary clarifier  Aeration tank  Return activated sludge pump house  Sludge handling system-Filter press  Dual media press filter  Wet sludge pit and pump house  Dry Sludge tore

TREATMENT PROCESSES The combined effluent form contributing units shall be conveyed under gravity flow through sewer lines approaching to CETP area. Effluents will pass through bar screens for removal of pieces and other floating matter. The effluents shall enter into well and pumped into elevated receiving chamber followed by oil/grease removal trap. Equalization tank of sufficient capacity is provided to dampen the variations in terms of volume and strength and to achieve a consistent effluent quality in downstream processes. The combined effluent form equalization tank would be flow into three stage flash mixer followed by flocculation tank.

The chemicals with effluent get completely mixed by rapid mixing in flash mixers where as slow mixing in flocculation tank allows formation of bigger flocks which result in fast settling in primary clarifier. After floc formation, this mixture enters into primary clarifier where sludge settles at bottom and clear effluent collected through launders flows into aeration tank. The sludge from the primary clarifier is withdrawn into wet sludge pit with the help of valve provided in the valve chamber.

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The chemically treated effluent form the primary clarifier would be subjected to aerobic biological treatment in the aeration tank for removal of residential BOD and COD load up to a desired level. Activated sludge process allows for the oxidation of bio-degradable matter in carbon-dioxide, water and conversion onto cell mass.

The mixture of treated effluent and bio mass form the aeration tanks would flow into secondary clarifier for separation of biomass in the form of sludge. Settled active biomass at the bottom of secondary clarifier would be swept by mechanical scrapper into a sludge well provided at the central position of clarifier. The sludge slurry is collected under gravity into RAS pump sump, where form active sludge would be recycled into the aeration tank with the help of pumps so as to maintain the required degree of MLVSS and excess part would be sent into wet sludge collection pit/irrigation of greenbelt.

SCHEMATIC DIAGRAM OF 5 MLD CETP

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RAIN WATER HARVESTING

The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. Storm water drainage plan of the project is enclosed. The amount of storm water run-off depends upon many factors such as intensity and duration of precipitation, characteristics of the tributary area and the time required for such flow to reach the drains. The drains shall be located near the carriage way along either side of the roads. Taking the advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm water from various plots/shall be connected to adjacent drain by a pipe through catch basins. This will catch the maximum run-off from the area. 1) Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is planned adjacent to roads. All building roof water will be brought down through rain water pipes. 2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for rain water harvesting and ground water recharging. 3) Peak Hourly rainfall of 90 mm/hr shall be considered for designing the storm water drainage system. Rain water harvesting has been catered to and designed as per the guideline of CGWA. The ground water level in the area is 20 meters bgl. The bottom of the recharge structure will be kept 5 m above this level. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge bore. Design specifications of the rain water harvesting plan are as follows: • Catchments/roofs would be accessible for regular cleaning. • The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting has been avoided since most paints contain toxic substances and may peel off. • All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrested by the mesh at the terrace outlet and to prevent contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is flushed off. • No sewage or wastewater would be admitted into the system.

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FigureU -4: Typical Rain Water Harvesting Pit Design

POWER REQUIREMENT The power supply shall be supplied by Uttar Haryana Bijli Vitran Nigam ltd (UHBVN). The connected load for the project will be 132 kV (Creation of new 132kV substation with 2x16/20 MVA 132/11 kV at Sector-37 Karnal.)

SOLID WASTE GENERATION Solid waste shall be generated both during construction and operation phase.

Construction Phase – The waste material generated at the time of construction period shall include excavated material like stones, grit, pebbles, sand etc., empty cement bags, pieces of bricks and other construction materials which are of no use while constructing. Since it is a township project, Individual plot owners shall take care of the waste generated while constructing their own houses. (i) Excavated material like topsoil shall be stacked and kept at temporary spaces to be used in later stages of construction like backfilling and leveling. It shall also be used for the gardening purposes. (ii) Construction material shall be stored properly in storage yards and shall be used time to time. Empty bags will be stacked separately and shall be sold for recycling.

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Solid Waste

Construction Food Waste Waste

As per MSW Rules, Construction waste, Empty cement Bags, Containers Excavated Soil 2000 and amended Broken Bricks, Rules, 2016 Waste Plaster etc.

Top soil conserved for Used in re-filling, raising Sold to agency for landscaping, balance used in site level recycling re-filling

FigureU -5: Solid Waste Management Scheme during Construction Phase

During the operation phase, waste will generate from Residential plots, EWS units, Commercial Buildings, Visitors. The solid waste generated from the project shall be mainly domestic waste and estimated quantity will be 15137 kg/day approximately.

TableU -5: Calculation of Solid Waste Generation

S.No Types Waste Area Total Solid Waste Generation Generation Rate (Kg/capita,Kg/10sqm) (Kg/capita/ Day) 1 Industrial Plots 0.3 83.78 10171.35 2 Area Under Commercial 0.3 7.21 875.33 3 Area Under Services 0.3 20.45 2482.74 4 Area under R&R Plots 0.5 7.56 415.5 5 Area Under disposal 0.3 9.7 1177.63 works and Solid Waste Disposal 6 Area Under roads, open 0.2 kg/acre 70.95 14.19 spaces and green belt Total 15136.74 or say 15137 kg/day

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(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering Organization, Ministry of Urban Development, (Government of , May 2000)

Solid Waste 15137 Kg

Biodegradable Waste Non-Biodegradable Waste 9082.2 Kg 6054.8 Kg

Non-Recyclable Waste Green Bins Recyclable Waste 3632.88 Kg 2421.92 Kg

Blue Bins Dark Gray Bins Vermicomposting

Final disposal through a Govt. Final disposal through a Govt. approved agency to recycling approved agency Manure industry

FigureU -6: Solid Waste Management Scheme during Operation Phase

Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2016.

1 Collection and Segregation of Waste

1. A door to door collection system will be provided for collection of domestic waste in colored bins from household units. 2. Separate colored bins will be provided for dry recyclables and bio-degradable waste. 3. For institutional waste collection, adequate number of colored bins (Green and Blue bins for bio-degradable and non-biodegradable respectively) are proposed to be provided. 4. Litter bin will also be provided in open areas like parks etc.

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Treatment of waste

Bio-Degradable wastes 1. Bio-degradable waste shall be disposed off as per MSW (Management & Handling) Rules 2000 & amendments 2016. 2. CETP sludge is proposed to be used as manure for horticulture.

Recyclable wastes

1. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure after decomposition. 2. Recyclable wastes like paper, plastic etc. will be sold off to recyclables. 3. Hazardous wastes such as waste oil will be sold off to authorized recyclers. Buy back arrangement will be made for batteries.

Disposal: The Municipal Solid Waste Management will be collected as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2016. The inert non-recyclable wastes will be disposed through government approved agency for land filling.

LANDSCAPE AREA

Total landscape area measures 70.95 Acres (including Open space, Roads). Evergreen tall and ornamental trees and ornamental shrubs have been proposed to be planted inside the premises.

Plantation and landscaping Selection of the plant species would be done on the basis of their adaptability to the existing geographical conditions and the vegetation composition of the forest type of the region earlier found or currently observed.

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Tree Plantation Plan

The plantation matrix adopted for the tree plantation pit of 0.3 m × 0.3 m size with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for the proper nutritional balance and nourishment of the sapling. It is also recommended that the plantation has to be taken up randomly and the landscaping aspects could be taken into consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) will be the part of landscape development. In addition creepers will be planted along the boundary wall to enhance its insulation capacity.

Selection of Plant Species for Tree Plantation

The selection of plant species for the development depends on various factors such as climate, elevation and soil.

TabU le-9: Ornamental Shrubs for PlantationU S. NO. NAME OF SPECIES (ORNAMENTAL TREES/SHRUBS/HERBS/GRASSES/CLIMBER) Botanical Name Common Name

Trees 1 Albizia lebbeck Siris 2 Alstonia scholaris Saptaparni

3 *Azadirachta indica Neem 4 Artocarpus heterophyllus Jackfruit

5 Araucaria columnaris Christmas tree 6 Acacia auriculiformis Earleaf acacia

7 Bauhinia variegata Kanchan

8 *Bombax ceiba Silk cotton tree 9 Ceiba pentandra Kapok

10 Butea monosperma Palas

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11 Delonix regia Gulmohar

12 Erythrina variegata Pangara 13 *Ficus religiosa Pimpal

14 Ficus benghalensis Vad, Banyan

15 Ficus elastica Rubber fig 16 Leucaena leucocephala Subabul

17 Lagerstroemia speciosa Taman 18 *Mangifera indica Mango

19 Moringa oleifera Drumstick tree 20 *Madhuca longifolia Moha

21 Muntingia calabura Jamaica cherry

22 Peltophorum pterocarpum Copperpod 23 Pithecellobium dulce Manila tamrind

24 Pongamia pinnata Karanj 25 Polyalthia longifolia False ashok

26 Plumeria obtusa White frangipani 27 Plumeria rubra Red frangipani

28 *Syzygium cumini Jambul

29 *Terminalia catappa Bareservoir 30 *Tamarindus indica Tamarind, Imli

31 *Tectona grandis Sag 32 Thespesia populnea Indian tulip tree

33 Ziziphus mauritiana Ber

Shrubs 1 *Acacia torta Chilar

2 *Calotropis procera Rui

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3 Clerodendrum inerme Sangam

4 Crotalaria retusa Gagra 5 *Euphorbia thymifolia Milk weed

6 Hibiscus rosa-sinensis China rose

7 *Hyptis suaveolens Vantulsi 8 *Lantana camara Wild sage

9 Vitex negundo Nilanirgundi

Herb 1 Argemone mexicana Dhotra 2 *Ageratum conyzoides Billygoat weed

3 Abutilon indicum Petari

4 *Alternanthera sessilis Chubukata 5 Achyranthes aspera Chirchita

6 *Cassia tora Chakvad 7 *Tridax procumbens Ekdandi

Grass 1 Corchorus olitorius Banpat

2 Andropogon muricatus Khas-khas

3 Cynodon dactylon Dhurva 4 Cyperus compactus Mandarin

5 Eleocharis dulcis Water chestnut 6 Fimbristylis cymosa Button sedge

7 Phragmites australis Common reed

Climber 1 Ipomea digitata Vidari

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DETAIL OF CONSTRUCTION MATERIALS

TableU 11: Building material will be used at site:

S. No. Building Material 1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Reinforcement steel 7. Pipe scaffolding (cup lock system) 8. Bricks 9. CLC fly ash blocks 10. Crazy (white marble) in grey cement 11. P.V.C. conduit 12. MDS, MCBs 13. PVC overhead water tanks 14. 2 1/2'’ thick red colour paver tiles 15. PPR (ISI marked) 16. PVC waste water lines 17. S.W. sewer line up to main sewer 18. PVC rain water down take 19. Stainless steel sink in kitchen 20. Joinery hardware- ISI marked

LIST OF MACHINERY USED DURING CONSTRUCTION

TableU 13: Machineries used at site during construction

S. No. Name of Machinery 1. Dumper 2. Concrete mixer with hopper 3. Excavator 4. Concrete Batching Plant 5. Cranes 6. Road roller 7. Bulldozer 8. RMC Plant

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9. Hoist 10. Pile Boring Machines 11. Concrete pressure pumps 12. Mobile transit mixer

ENERGY CONSERVATION

Energy conservation program will be implemented through measures taken both on energy demand and supply.

Energy conservation will be one of the main focuses during the complex planning and operation stages. The conservation efforts would consist of the following:

 Architectural design

• Maximize the use of natural lighting through design. • The orientation of the buildings will be done in such a way that maximum daylight is available. • The green areas will be spaced, so that a significant reduction in the temperature can take place.

 Energy Saving Practices

• Maximum utilization of solar light/ LED fixture will be done • Energy efficient lamps will be provided within the complex. • Constant monitoring of energy consumption and defining targets for energy conservation.

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• Adjusting the settings and illumination levels to ensure minimum energy used for desired comfort levels.

 Behavioral Change on Consumption • Promoting resident awareness on energy conservation • Training staff on methods of energy conservation and to be vigilant to such opportunities.

ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

For the effective and consistent functioning of the complex, an Environmental Management system (EMS) would be established at the site. The EMS would include the following: • An Environmental management cell • Environmental Monitoring. • Personnel Training. • Regular Environmental audits and Correction measures • Documentation – standards operation procedures, Environment Management Plan etc

ENVIRONMENTAL MANAGEMENT CELL

Apart from having an Environmental Management Plan, it is also proposed to have a permanent organizational set up charged with the task of ensuring its effective implementation of mitigation measures and to conduct environmental monitoring. Hierarchical Structure of Environmental Management Cell: Normal activities of the EMP cell would be supervised by a dedicated person who will report to the site manager/coordinator of the residential plotted colony. The hierarchical structure of suggested Environmental Management Cell is given in following Figure-7.

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Corporate Rep from Corporate Environmental Site Manager Division Planning group

Site Environmental Coordinator

Wastewater Landscape Treatment Development Incharge Plant Operator

FigureU -9: Environnent Management Cell Structure

ENVIRONMENTAL MONITORING

The purpose of environmental monitoring is to evaluate the effectiveness of implementation of Environmental Management Plan (EMP) by periodic monitoring. The important environmental parameters within the impact area are selected so that any adverse effects are detected and time action can be taken. The project proponent will monitor ambient air Quality, Ground Water Quality and Quantity, and Soil Quality in accordance with an approved monitoring schedule.

TableU - 14: Suggested Monitoring Program for proposed Development project

Monitoring frequency of monitoring

AirU & Stack:

• Ambient Air Quality at appropriate location for PMR10, • Six monthly

R R R R R RPM2.5R, SO2, NO2, HC • Six monthly • Stack emission for point sources PM, SOR2R, NOR2R, HC &CO

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WaterU & Wastewater: • Water Quality Monitoring for relevant parameters of • Six Monthly IS – 10500 • Waste Water Quality (Treated & Untreated) for pH , • Daily till stabilization of TSS, Oil & Grease, CETP • Waste water quality pH, TSS, oil & Grease. BOD, • Weekly till one month then COD, MLSS, TKN & Phosphate. annually

Noise:U U Day & Night level Noise Monitoring (LeqRdayR, • Six Monthly

Leq RnightR)

Soil:U • Soil Monitoring, Qualitative and quantitative • Six Monthly testing/analysis to check the soil fertility, porosity, texture, water holding opacity etc.

Awareness and Training: Training and human resource development is an important link to achieve sustainable operation of the facility and environment management. For successful functioning of the project, relevant EMP would be communicated to:

Residents and Contractors: Residents must be made aware of the importance of waste segregation and disposal, water and energy conservation. The awareness can be provided by periodic Integrated Society meetings. They would be informed of their duties.

Environmental Audits and Corrective Action Plans: To assess whether the implemented EMP is adequate, periodic environmental audits will be conducted by the project proponent’s Environmental division. These audits will be followed by Correction Action Plan (CAP) to correct various issues identified during the audits.

ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan (EMP) would consist of all mitigation measures for each component of the environment due to the activities increased during the construction and operational phase of the project and these are discussed in later subsections.

The EMP is generally

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Proposed development of Sector-37 At Karnal Haryana By HSIIDC Karnal Haryana Conceptual Plan

• To ensure that the component of facilities are operated in accordance with the design • A process that confirms proper operation through supervision and monitoring • A system that addresses public complaints during construction and operation of the facilities and • A plan that ensures remedial measures is implemented immediately.

The key benefits of the EMP are that it offers means of managing its environmental performance thereby allowing it to contribute to improved environmental quality. The other benefit includes cost control and improved relations with the stakeholders.

EMP includes four major elements:

• CommitmentU & PolicyU: The management will strive to provide and implement the Environmental Management Plan that incorporates all issues related to air, water, land and noise.

• PlanningU :U This includes identification of environmental impacts, legal requirements and setting environmental objectives.

• Implementation:U U This comprises of resources available to the developers, accountability of contractors, training of operational staff associated with environmental control facilities and documentation of measures to be taken.

• MeasurementU & Evaluation:U This includes monitoring, counteractive actions and record keeping.

It is suggested that as part of the EMP, a monitoring committee would be formed by HSIIDC Karnal comprising of the site in-charge/ coordinator, environmental group representative and project implementation team representative. The committee’s role would be to ensure proper operation and management of the EMP including the regulatory compliance. The components of the environmental management plan, potential impacts arising, out of the project and remediation measures are summarized below in Table-15.

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TableU -15: Summary of Potential Impacts and Remedial Measures

S. Environmental Potential Potential Source of Controls Through Impact Evaluation Remedial Measures No. components Impacts Impact EMP & Design

ConstructionU Phase • Waste water • No surface No significant impact Ground Water Ground Water 1. generated from accumulation will be as majority of labors Quality Contamination temporary labor allowed. would be locally tents. deployed

OperationU Phase • Discharge from the • Proponent will No negative impact project provide the CETP to on ground water treat the discharge of quality envisaged. Waste Water. Not significant.

ConstructionU Phase • Use of ground • STP treated water No significant impact STP treated water Ground Water Ground Water 2. water for from outside will be on ground water from outside tankers Quantity Depletion construction used for construction quantity envisaged. will be used activity.

OperationU Phase • Rain water harvesting • The source of scheme. No significant impact In an unlikely event water during • Black and Grey on surface/ground of non-availability of operation phase is water treatment and water quantity water supply, water Ground Water. reuse. envisaged. will be brought using • Storm water tankers. collection for ground

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Proposed Development of Sector-37 At Karnal Haryana By HSIIDC Karnal, Haryana Conceptual Plan

water recharge. • Awareness Campaign to reduce the water consumption

ConstructionU Phase • Silt traps and other No off-site impact No surface water • Surface runoff measures such as envisaged as no receiving body is from site during additional on site surface water present in the core construction diversion ditches will receiving body is zone. Though Silt Surface Water Surface water 3. activity. be constructed to present in the core traps and other Quality contamination control surface run-off zone. measures such as during site additional on site development diversion ditches will be constructed

OperationU Phase • Discharge of • waste water will be No off-site impact Excess of water will wastewater to treated in CETP envisaged be used for irrigation CETP. purposes outside the project site after proper treatment. CPCB standards for usage of treated waste water for irrigation purposes will be followed.

ConstructionU Phase 4. Air Quality Dust Emissions • All heavy • Suitable control Not significant During construction

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Proposed Development of Sector-37 At Karnal Haryana By HSIIDC Karnal, Haryana Conceptual Plan

construction measures will be because dust phase the contractors activities adopted for mitigating generation will be are advised to

the PMR2.5 R& PMR10R level temporary and will facilitate masks for in the air as per air settle fast due to dust the labors. Water pollution control plan. suppression sprinklers will be techniques. used for suppression of dust during construction phase.

Emissions of ConstructionU Phase

PMR2.5 R& PMR10R, • Operation of • Rapid on-site Not significant. Regular monitoring

SOR2R, NORxR and construction construction and of emissions and CO equipment and improved maintenance control measures will vehicles during site of equipment be taken to reduce the development. emission levels.

OperationU Phase • Emission from • Providing footpath No significant • Use of Personal vehicular traffic in and pedestrian ways increase in ambient Protective use within the site for the air quality level is Equipment (PPE) residents expected from the like earmuffs and • landscape project’s activities. earplugs during development with tree There are no sensitive construction plantation will be receptors located activities. developed with within the vicinity of specific species to site. help to reduce

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Proposed Development of Sector-37 At Karnal Haryana By HSIIDC Karnal, Haryana Conceptual Plan

PMR2.5R& PMR10R level • Use of equipment fitted with silencers • Proper maintenance of equipment Noise 5. Environment

OperationU Phase • Noise from • Landscape No significant Landscape vehicular development of impact due to Development movement silence zones to check prominent landscape the traffic movement • Construction activity will be limited to day time hours only

ConstructionU Phase • Disposal of Construction debris No significant construction will be collected and impact. Land Soil debris suitably used on site Impact will be local, 6. Environment contamination as per the solid waste as waste generated management plan for will be reused for construction phase filling of low lying areas etc.

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Proposed Development of Sector-37 At Karnal Haryana By HSIIDC Karnal, Haryana Conceptual Plan

OperationU Phase • Generation of • It is that the solid Since solid waste is municipal solid waste generated will handled by the waste be managed as per authorized agency, MSW Rules, 2000 waste dumping is and amended Rules, not going to be 2016. allowed. Not • Collection, significant. Segregation, transportation and Negligible impact. disposal will be done as per MSW Management Rules, 2000 & Amended 2016 by the authorized agency

ConstructionU Phase Biological • Site Development • Important species of The site has shrubs Displacement Environment during trees, if any, will be as vegetation 7. of Flora and (Flora and construction identified and marked Fauna on site Fauna) and will be merged with landscape plan

OperationU Phase • Increase in green • Suitable landscape covered area development with Beneficial impact

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Proposed Development of Sector-37 At Karnal Haryana By HSIIDC Karnal, Haryana Conceptual Plan

tree plantation will be developed as per landscaping plan in and around the site using local flora

Population ConstructionU Phase Earmarked for Socio- displacement • Construction Industrial purpose as No negative impact 8. Economic and loss of activities leading per Karnal Master Environment income to relocation Plan

OperationU Phase • Site operation Project will provide Beneficial impact employment opportunities to the local people in terms of labor during construction and

service personnel (guards, securities, gardeners etc) during operations Providing quality- Integrated infrastructure.

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Proposed Development of Sector-37 At Karnal Haryana By HSIIDC Karnal, Haryana Conceptual Plan

ConstructionU Phase • Heavy Vehicular • Heavy Vehicular No negative impact Increase of movement during movement will be 9. Traffic Pattern vehicular construction restricted to daytime traffic only and adequate parking facility will be provided

OperationU Phase • Traffic due to • Vehicular No major significant residents once the movement will be impact as landscape project is regulated inside the development with operational project with adequate tree plantation will

roads and parking lots be developed which in the colony. will help in minimizing the impact on environment.

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