Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to (Phase-I), New Public Works Department (Govt. of NCT of Delhi) Conceptual Plan

INTRODUCTION M/s Public Works Department, Delhi is the premier agency of Govt. of NCT of Delhi engaged in planning, designing, construction and maintenance of Government assets in the field of built environment and infrastructure development. Assets in built environment include Hospitals, Schools, Colleges, Technical Institutes, Police Buildings, Prisons, Courts etc; assets in infrastructure development include Roads, Bridges, Flyovers, Footpaths, Subways, Foot Over Bridges etc. PWD Delhi also sustains and preserves these assets through a well developed system of maintenance which includes amongst others specialized services like rehabilitation works, roads signage and aesthetic treatments like interiors, monument lighting, landscaping etc. It has its office at F-21, PWD, GNCTD, Sarai Kale Khan, Opp. Indraprastha Park, - 110013. The PWD, Delhi has decided to develop an Elevated Road over the Barapullah Nalah starting from Sarai Kale Khan to Mayur Vihar(Phase-I), New Delhi. The PWD has acquired approvals from all authorities including DDA and DUAC vide F. No. 19(3)2013-DUAC and F. No. F.1.(2)2013/ UTTIPEC/44th/D-237 respectively. The site is ideal for the proposed project, as the current route connecting the two points comprises of very heavy traffic during the peak hours. After the proposed project comes under operation, the distance between the two points will be reduced by around 60%. The traffic volume on the existing stretch will also be reduced considerably. Thus the proposed project will help commuters save fuel and time, and consequently it will reduce carbon footprints.

SITE LOCATION AND SURROUNDINGS The proposed project site is located at a stretch starting from Sarai Kale Khan to Mayur Vihar (Phase-I), New Delhi. The Co-ordinate of the project site is 28°34'55.33"N, 77°15'34.48"E to 28°36'10.23"N, 77°17'20.46"E.

PROJECT STRETCH

Figure-1: Google image showing the project site

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The nearest highway is NH-1 which is adjacent to the project site in West direction from project site. The nearest railway station is Hazrat Nizamuddin Railway Station at a distance of approximately 1 km towards NW of the proposed project site. The nearest airport is Indira Gandhi International Airport situated at a distance of approximately 16 km towards SWW of the project site.

PROJECT LAYOUT AND ENVIRONMENTAL CONTEXT

The total built-up area of the proposed project including existing area of UP Link road to be modified for elevated road is 1,50,238 m2 (37.125Acres). The detailed Area Statement is provided below in Table-1. SALIENT FEATURES OF PROJECT: Salient features of the project are as follows:-

Table 1: Salient Features

S. No. Particulars Details 1. Project Name Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to Mayur Vihar (Phase-I), New Delhi 2. Activity at the site Elevated Road & bridge over river Yamuna 3. Length of the Stretch 3.5 Kms 4. Built-up Area 150238 m2, including modernization of existing UP Link Road. 5. Power Requirement & Sources 1500 KVA, from BSES (backup through DG Sets)(Permission attached as annexure) 6. No. of DG Sets 3 DG sets of total capacity of 1500 KVA (3 x 500 KVA) 7. Water requirement & Sources Total water Requirement: 75 KLD Source: Ground Water(Permission attached as annexure) 8. Sewage Treatment & Disposal The total number of workers i.e. 800 people shall generate around 16 KLD of sewage which shall be treated in septic tanks connected to water recycling chambers. The recycled water hence generated shall be used for greenbelt development and dust suppression. 9. Solid Waste Generated 120 Kg/day 10. Estimated number of Workers 800 11. Proposed Greenbelt Area Compensatory plantation to be carried out by PWD is 2650 plants/trees which shall cover an area of 17,650 m2

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12. Cost of the project Rs. 1260.63 Crores

NUMBER OF EMPLOYEES DURING CONSTRUCTION PHASE

The Total number of employees which will be deployed for the construction of the project will be 800. The detailed Employee breakup is given below in the following Table-2. Table-2: Employee/staff break up SL. No. Category Number 1. Manager(including senior and junior Project 20 Manager and site Engineers in charge) 2. Supervisor 20 3. Office Assistants and transport supervisor 50 4. Daily wages/workers 710 TOTAL 800 PROJECT COST The total estimated cost of the project is Rs. 1260.63 Crores including all the development costs. WATER REQUIREMENT The water requirement shall be met by bore-wells (ground water). Total water requirement for the project will be approximately 75 KLD, out of which 20 KLD shall be used for domestic purpose. The requirement for the greenbelt development and dust suppression shall be fulfilled by recycled water generated from the water recycling tanks. The daily water requirement calculation is given below in Table 3.

Table-3: Calculations for Daily Water Demand

Water Water Waste-Water SL. Particulars Consumption Requirement Generated No. Rate (KLD) (KLD) (KLD) Batching 1. 60 60 5 plant/curing 2. Employees (800) 25L/Day 20 16 Greenbelt 3. Development 3 L/plant/Day 7.9(say 8) 00 (2650 plants) Dust Suppression 4. 2 L/ m2 7 00 (3500 m2) 5. Total 95 KLD(75+20 KLD) 21

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Total Requirement (75 KLD)

55 KLD from bore-wells Domestic Use Batching (20 KLD) Plant/Curing 5 KLD Recycled (55+5 KLD)

Water Pumped Back

Process water from rinsing Washing and others Drinking Flushing (5 KLD) (5 KLD) (3 KLD) (12 KLD)

@80%

Water recovered in Water Recycling Chamber Greenbelt (16 KLD) Development (8 KLD) Losses (1 KLD)

8 KLD Total Recycled Water For Greenbelt Dust Generated Development Suppression (15 KLD) (7 KLD) 7 KLD For Dust Suppression Figure 2-Water Balance Diagram

Sewage Generation & Treatment during construction phase:

The sewage generated will be treated in proposed water recycling tanks. 15 KLD of recycled water will be obtained from the water recycling chamber which will be used for greenbelt development and dust suppression.

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Table-4: Calculation of Wastewater Generation Details Water (KLD)

Water requirement for domestic purpose 20

Wastewater generated from domestic use 16 Recycled water from water recycling tank 15 available for use 1.Greenbelt Development: 8 KLD Use of Recycled Water 2.Dust Suppression: 7 KLD

Hence, Zero discharge will be achieved from the proposed project.

SEPTIC TANKS

A septic tank is a key component of a septic system, a small-scale sewage treatment system common in areas that lack connection to main sewage pipes provided by local governments or private corporations. Other components, generally controlled by local governments, may include pumps, alarms, sand filters, and clarified liquid effluent disposal methods such as a septic drain field, ponds, natural stone fiber filter plants or peat moss beds. The project proponent has proposed 6 numbers of septic tanks of total capacity 260 m3 (260000 litres).

Capacity Sl. No. Location (m3) 1. Sarai Kale Khan 50 2. Sarai Kale Khan 50 3. Sarai Kale Khan 30 4. Mayur Vihar 40 5. Mayur Vihar 40 6. Power Grid 50 Total 260

The retention time of the septic tanks is 22 hours. Design Specification

A septic tank consists of three concrete tanks of adequate capacity.

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One end of the first tank (anaerobic settling chamber) is connected to an inlet wastewater pipe and the outlet end of the tank is connected to aeration chamber .The relatively clear water passes to the clarification tank from which the clear effluent is disposed to the septic drain field with the help of an effluent pump.

Generally these pipe connections are made with a T pipe, allowing liquid to enter and exit without disturbing any crust on the surface. The design of the tank usually incorporates three chambers; each equipped with a manhole cover, and separated by a dividing wall with openings located about midway between the floor and roof of the tank.

The retention time (RT) of the septic tank is usually 1 to 3 days. A longer retention time is chosen to minimize cleaning frequency (running costs). A shorter retention time is chosen to minimise tank size and initial cost. Larger tanks allow the sewage more time to digest and thus reduce the load on the drainage system. Smaller tanks (< 6m3) need longer retention times due to increased turbulence (i.e. 2 or 3 days.)

Settlement Chamber

Wastewater enters the first chamber of the tank, allowing solids to settle and scum to float. The time taken by the wastewater is about 3 hrs after which the comparatively clear water (from the settling zone) enters to the aeration chamber. The retention time for this stage is taken as 5 hours.

Aeration Chamber

The settled solids are aerobically digested, reducing the volume of solids. The liquid component flows through the dividing wall into the third chamber i.e. clarification chamber where further settlement takes place. The retention time for this stage is taken as 7 hours.

Clarification Chamber

The excess liquid, now in a relatively clear condition, passes to the final pump chamber. The retention time for this stage is taken as 10 hours.

Final Pump chamber

The liquid from the clarification Chamber, then drains from the outlet into the septic drain field, with the help of an effluent pump. The effluent pump shall transfer the excess liquid to the water recycling tank for further aeration.

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Water will be transported to Water recycling tank for further aeration

Schematic Diagram of a Septic Tank RAIN WATER HARVESTING

The storm water disposal system for the premises will 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 trunk drains. The trunk drains shall be located near the carriage way along either side of the roads. Taking the advantage of road camber (slope), the rainfall run off from roads shall flow towards the trunk drains provided at the side of the roads. Sprouts for seepage of water from the trunk drains shall be provided at the bottom of the drains at regular intervals. The location of the sprouts is being determined according to the slope of the cross- section. Thus, the storm water generated during the monsoons shall automatically get directed to the proposed trunk drains. The sprouts will allow the rainwater to fall freely in the Yamuna basin and its banks, thus resulting in ground water recharge. The Yamuna bank will thus act as the catchment basin of the rainwater.

1) Since the existing topography is considered congenial for surface disposal, a catchment basin is not required. The rain-water will automatically direct to Yamuna bank thus, leading to automatic ground water recharge.

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2) Proposed storm water system consists of sprouts at regular intervals for transfer of water to the below area.

Location of Trunk Drains

Section diagram showing the location of Trunk Drains

POWER REQUIREMENT

The total power requirement for the project shall be 1500 KVA which will be supplied by BSES. The power assurance for the same is already being granted by BSES (letter attached). Details of D.G Sets: There is provision of 3 number of DG sets of total capacity of 1500 KVA (3x500 KVA). The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion.

SOLID WASTE GENERATION

Solid waste would be generated both during the construction phase only. The solid waste expected to be generated during the construction phase will comprise of excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to be followed for the management of solid waste:

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 Disposal yards are proposed for storage of construction materials.  The recyclable solid wastes shall be simultaneously transported to the recyclers.  Colored bins have been proposed for segregation of the solid wastes at the site itself.

Solid Waste

Construction Waste Food Waste

As per MSW Construction waste, Rules, 2000 and Empty cement Broken concrete Excavated Soil amended Rules, blocks, bags, Containers etc. 2008 Waste Plaster

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

Figure-5: Solid Waste Management Scheme during Construction Phase

 The excavated material such as topsoil and stones will be stacked for reuse during later stages of construction and greenbelt development.  Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping in the proposed area.  Remaining soil shall be utilized for refilling / road work / rising of site level at locations/ selling to outside agency for construction of roads etc.

During the construction phase, the solid waste generated from the project is estimated to be 120 kg/day approximately. Solid Waste Generation

Total No. of Employees=800

Solid Waste Generation Rates=0.15 Kg/person

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Total Solid Waste Generated=120 Kg

(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))

Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008.

1. Collection and Segregation of waste 1. Separate colored bins will be provided for dry recyclables and bio-degradable waste. 2. Adequate numbers of colored bins are proposed to be provided. 3. Litter bin will also be provided. 2. Treatment of waste Bio-Degradable wastes 1. Compost generated by the septic tanks will be used for horticulture as manure. 2. Horticultural Waste is proposed to be composted and will be used for gardening purposes. Recyclable wastes 1. Grass Recycling – The cropped grass/bushes 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 recyclers. 3. Hazardous wastes such as waste oil will be sold off to authorized recyclers. Buy back arrangement will be made for batteries. 3. Disposal The Municipal Solid Waste Management will be done as per the guidelines of Municipal Solid Waste (Management and Handling) Rules, 2000 and amended Rules, 2008. The inert non-recyclable wastes will be disposed through government approved agency for land filling. A solid waste management scheme is depicted in the above figure for the construction of the elevated road project.

GREEN AREA

Total green area measures 17,650 m2 which will be area under tree plantation around the project site. Evergreen, tall and ornamental trees and ornamental shrubs have been proposed to be planted around the premises. Arboriculture is also proposed along the centre of the proposed project stretch.

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Table- 7: Green Area Calculation Sl. No. Particulars Details 1. Number of trees Proposed 2650 nos. Area covered @1500 trees/hectare* 1.765 Hectares=17650m2 [*As per CBCB Norms]

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.

Green Belt Development Plan The trees have been planted at spacing of 2.6 m x 2.6 m. In addition, earth filling and manure for the proper nutritional balance and nourishment of the sapling has also been proposed. In addition creepers will be planted along the roadsides to enhance its insulation capacity and scenic beauty.

Selection of Plant Species for Green Belt Development The selection of plant species for the development depends on various factors such as climate, elevation and soil. The trees selected for plantation are as follows:-  Amaltas  Amrood  Bargad  Elstonia  Gular  Imli  Jamun  Katahal  Neem  Peepal  Pilkhan  Sagon  Semal  Shisham

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Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to Mayur Vihar New Delhi Public Works Department (Govt. of NCT of Delhi) Conceptual Plan

DETAIL OF CONSTRUCTION MATERIALS

List of building materials being used at site: 1. Durable Concrete 2. High Performance Concrete 3. Self- Compacting Concrete 4. Cement Silos 5. Condensed Silica Fume 6. Reinforced concrete 7. Corrosion Inhibiters 8. Coarse Aggregates

LIST OF MACHINERIES TO BE USED DURING CONSTRUCTION

(i) Concrete Batching Plant (iii) Excavator (iv)Dumper (v) Cranes (vi)Road roller (vii) Bulldozer (x) Hoist (xi) Labor Lifts (xii) Pile Boring Machines (xiii) Concrete pressure pumps (xiv) Mobile transit mixer (xv) Mobile Impact Crushers ENERGY CONSERVATION

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

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Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to Mayur Vihar New Delhi Public Works Department (Govt. of NCT of Delhi) Conceptual Plan

Energy Supply Demand Conservation

 Utilize energy-efficient diesel  Reduce consumption genetators  Use energy efficient appliances  Exploring the possibilities of  Create Guest Awareness introducing renewable energy

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  Maximum utilization of solar light will be done.  The orientation of the flyover is such that maximum sunlight will be available for utilization.  The green areas will be spaced, so that a significant reduction in the temperature can take place in the nearby areas  Energy Saving Practices  Solar panels shall be equipped along the road sides on the cycling tracks.  Constant monitoring of energy consumption and defining targets for energy conservation.  Adjusting the settings and illumination levels to ensure minimum energy used for desired levels.  Behavioral Change on Consumption  Training staffs 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 elevated road, an Environmental Management System (EMS) would be established at the site. The EMS would include the following:  An Environmental Management Cell  Environmental Monitoring

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Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to Mayur Vihar New Delhi Public Works Department (Govt. of NCT of Delhi) Conceptual Plan

 Personnel Training  Regular Environmental audits and Correction measures  Documentation – standards operation procedures Environmental Management Plan and other records

ENVIRONMENTAL MANAGEMENT CELL

Apart from having an Environmental Management Plan, it will also 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 project manager/coordinator of the elevated road. The hierarchical structure of suggested Environmental Management Cell is given in following Figure-7.

Corporate Representative Environmental Site Manager from Corporate Division Planning Group

Site Environmental Coordinator

Sanitation Greenbelt Incharge Development Incharge

Figure-7: Environment 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 Prepared by:- Mantec Consultants Pvt. Ltd. Page 58

Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to Mayur Vihar New Delhi Public Works Department (Govt. of NCT of Delhi) Conceptual Plan important environmental parameters within the impact area are selected so that any adverse affects 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.

Table- 8: Suggested Monitoring Program for proposed Elevated Road project

Monitoring Frequency of Monitoring Air & Stack: • Six monthly • Ambient Air Quality at appropriate location for PM10, PM , SO NOx, HC 2.5 2, • Six monthly • Stack emission for point sources PM, SO2, NOx, HC & CO Water & Wastewater: • Water Quality Monitoring for relevant parameters of • Six Monthly IS – 10500 • Waste Water Quality (Treated & Untreated) for pH , • Daily till TSS, Oil & Grease, stabilization of • Waste water quality pH, TSS, oil & Grease. BOD, COD, Septic Tank. MLSS, TKN & Phosphate. • Weekly till one month then annually Noise: - Day & Night level Noise Monitoring • Six Monthly Soil: • Six Monthly • Soil Monitoring, Qualitative and quantitative 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:

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Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to Mayur Vihar New Delhi Public Works Department (Govt. of NCT of Delhi) Conceptual Plan

Staff and Contractors: Staff 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  Prepared in accordance with the rules and requirements of the MoEF&CC and CPCB/ SPCB  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:  Commitment & Policy: The management will strive to provide and implement the Environmental Management Plan that incorporates all issues related to air, water, land and noise.  Planning: This includes identification of environmental impacts, legal requirements and setting environmental objectives.

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 Implementation: 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.  Measurement & Evaluation: This includes monitoring, counteractive actions and record keeping. It is suggested that as part of the EMP, a monitoring committee would be formed by Public Works Department (Govt. of NCT of Delhi) comprising of the project manager /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.

EMP FOR AIR ENVIRONMENT DURING CONSTRUCTION PHASE: To mitigate the impacts of PM10& PM2.5 during the construction phase of the project, the following measures are recommended for implementation:  A dust control plan  Procedural changes to construction activities

Dust Control Plan The most cost-effective dust suppressant is water because water is easily available on construction site. Water can be applied using water trucks, handled sprayers and automatic sprinkler systems. Furthermore, incoming loads could be covered to avoid loss of material in transport, especially if material is transported off-site.

Procedural Changes to Construction Activities Idle time reduction: Construction equipment is commonly left idle while the operators are on break or waiting for the completion of another task. Emission from idle equipment tends to be high, since catalytic converters cools down, thus reducing the efficiency of hydrocarbon and carbon monoxide oxidation. Existing idle control technologies comprises of power saving mode, which automatically off the engine at preset time and reduces emissions, without intervention from the operators. Improved Maintenance: Significant emission reductions can be achieved through regular equipment maintenance. Site Engineers will be asked to provide maintenance records for their fleet as part of the contract bid, and at regular intervals throughout the life of the contract. Incentive provisions will be established to encourage contractors to comply with regular maintenance requirements. Reduction of On-Site Construction Time: Rapid on-site construction would reduce the duration of traffic interference and therefore, will reduce emissions from traffic delay. Prepared by:- Mantec Consultants Pvt. Ltd. Page 61

Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to Mayur Vihar New Delhi Public Works Department (Govt. of NCT of Delhi) Conceptual Plan

EMP FOR AIR ENVIRONMENT DURING OPERATION PHASE: To mitigate the impacts of pollutants from vehicular traffic during the operational phase of the elevated road, following measures are recommended for implementation:  Vehicular emission controls and alternatives  Greenbelt development

Vehicle Emission Controls and Alternatives Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided at both the sides to encourage non-polluting methods of transportation.

Greenbelt Development Increased vegetation in the form of greenbelt around the site is one of the preferred methods to mitigate air and noise pollution. Plants serve as a sink for pollutants, act as a barrier to break the wind speed as well as allow the dust and other particulates to settle on the leaves. It also helps to reduce the noise level at large extent. Table given in green area section indicates various species of the greenbelt that can be used to act as a barrier.

EMP FOR NOISE ENVIRONMENT DURING CONSTRUCTION PHASE: To mitigate the impacts of noise from construction equipments during the construction phase on the site, the following measures are recommended for implementation. Time of Operation: Noisy construction equipments would not be allowed to use. The equipments will be of good make and will be properly maintained. Job Rotation and Hearing Protection: Workers employed in high noise areas will be employed on shift basis. Hearing protection such as earplugs/muffs will be provided to those working very close to the noise generating machinery.

EMP FOR NOISE ENVIRONMENT DURING OPERATION PHASE: To mitigate the impacts of noise from diesel generator set during operational phase, the following measures are recommended:  Greenbelt development Greenbelt Development BLUE BINS Increased vegetation in the form of greenbelt around the site is one of the preferred methods to mitigate noise pollution. Plants serve as an absorbing media for the noise. Table given in green area section indicates various species of the greenbelt that can be used to act as a barrier.

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BLUE BINS

Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to Mayur Vihar New Delhi Public Works Department (Govt. of NCT of Delhi) Conceptual Plan

EMP FOR ECOLOGICAL ENVIRONMENT DURING CONSTRUCTION PHASE: Construction activity changes the natural environment. But the proposed elevated road shall also create a built environment. The project requires the implementation of following choices exclusively or in combination.  Restriction of construction activities to defined project areas only.  Restrictions on location of temporary labor tents and offices for project staff near the project area to avoid human induced secondary additional impacts on the flora and fauna species of the nearby areas.  Cutting, uprooting, coppicing of trees or small trees if present in and around the project site for cooking, burning or heating purposes by the labors will be prohibited and suitable alternatives for this purpose will be made.  Along with the construction work, a green belt would be developed with suggested native plant species, as they will grow to a full-fledged covered at the time of completion.

EMP FOR ECOLOGICAL ENVIRONMENT DURING OPERATION PHASE: Improvement of the current ecology of the project site will entail the following measures:  Plantation and Landscaping  Green Belt Development  Avenue Plantation

The section below summarizes the techniques to be applied to achieve the above objectives:

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.

Green Belt Development Plan The plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m size with a spacing of 2.6 m x 2.6 m. In addition, earth filling and manure may also be required for the proper nutritional balance and nourishment of the saplings. It is also recommended that the plantation has to be taken up randomly and the landscaping aspects could be taken into consideration.

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Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to Mayur Vihar New Delhi Public Works Department (Govt. of NCT of Delhi) Conceptual Plan

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are for the green belt. In addition creepers will be planted along the road sides to enhance its insulation capacity.

Selection of Plant Species for Green Belt Development The selection of plant species for the development depends on various factors such as climate, elevation and soil. The plants would exhibit the following desirable characteristics in order to be selected for plantation 1. The species should be fast growing and providing optimum penetrability. 2. The species should be wind-firm and deep rooted. 3. The species should form a dense canopy. 4. As far as possible, the species should be indigenous and locally available. 5. Species tolerance to air pollutants like SO2 and NOx should be preferred. 6. The species should be permeable to help create air turbulence and mixing within the belt 7. There should be no large gaps for the air to spill through 8. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces shall be preferred. 9. Ability to withstand conditions like inundation and drought. 10. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter). 11. Attractive appearance with good flowering and fruit bearing. 12. Bird and insect attracting tree species. 13. Sustainable green cover with minimal maintenance.

Avenue Plantation 1. Trees with colonial canopy with attractive flowering 2. Trees with branching at 7 feet and above

EMP FOR SOCIO-ECONOMIC ENVIRONMENT: The social management plan has been designed to take proactive steps and adopt best practices, which are sensitive to the socio-cultural setting of the region. The Social Management Plan of the elevated road project focuses on the following components:  Income Generation Opportunity during Construction Phase The project would provide employment opportunity during construction phase. There would also be a wide economic impact in terms of generating opportunities for secondary occupation within and around the site. The main principles

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Barapullah Elevated Road (Phase-III) From Sarai Kale Khan to Mayur Vihar New Delhi Public Works Department (Govt. of NCT of Delhi) Conceptual Plan

considered for employment and income generation opportunities are out lined below:  Employment strategy will provide for preferential employment of local people  Conditions of employment would address issues like minimum wages and medical care for the workers. Engineers/supervisors would be required to abide to employment priority towards locals and abide by the labor laws regarding standards on employee terms and conditions.  Improved Working Environment for Employees The project would provide safe and improved working conditions for the workers employed at the facility during construction and operation phase. With the ambience and facilities provided, the elevated road will provide a new experience in living and recreations. Following measures would be taken to improve the working environment of the area:  Less use of chemicals and biological agents with hazardous potential.  Developing a proper interface between the work and the human resource through a system of skill improvement.  Measures to reduce the incidence of work related injuries, fatalities and diseases.  Maintenance and beautifications of the road and the surrounding areas.

Prepared by:- Mantec Consultants Pvt. Ltd. Page 65