CONCEPTUAL PLAN

of HIG Housing Scheme Near ISBT At Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun, Uttrakhand

Total Flats – 338 Nos. Plot Area = 15610.71 m2 Total Covered Area = 46781.12 m2

Schedule 8(a); Cat.B2

Project Proponent Mussoorie Dehradun Development Authority Transport Nagar, Sharanpur Road, Near ISBT Dehradun-248001 Uttrakhand, India

Being Developed By Uttar Pradesh Rajkiya Nirman Nigam Limited, Unit-4, I-174, Nehru Colony, Dehradun, Uttarakhand

Environmental Consultant

Sawen Consultancy Services Pvt. Ltd. 417 A & B, Sahara Shopping Center, Faizabad road, Lucknow-226016 QCI-NABET Accreditation S.No.134 (March 16) Telefax: 522-2341312; Mobile: 7379444471-73 Email: [email protected] Website: www.sawenconsultancyservices.com Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

LIST OF CONTENTS

Chapter List of Chapters Page No. No. Executive Summary 4-5 1 Introduction 6-12 2 Project Description 13-19 3 Site Analysis 20-26 4 Project Planning 27-30 5 Proposed Infrastructure 31-33 6 Present Scenario of the Project Site 34 7 Environment Management Plan 35-45 8 Emergency Preparedness Plan 46-49 9 Analysis Of Proposal (Final Recommendations) 50-51 10 Disclosure Of Consultant 52-55

LIST OF FIGURES

Figure List of Figures Page No. No. 1 Project Location: Near ISBT at District- Dehradun, Uttrakhand 9 2 Construction work process flow chart 15 3 Land use within 500 m radius of project site 20 4 Land Use within 5 Km radius of Project Site 20 5 Location Map with co-ordinates 21 6 Project Site with Road Networks 31 7 Water Balance Diagram 36 10 Rain Water Harvesting 41

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

LIST OF TABLES Table No. List of Tables Page No. 1 Capital expenditure 14 2 Recurring expenditure 14 3 Land uses at project site 27 4 Plotted Population Break Up 29 5 Parking Details 32 6 Water Use Calculations 35 7 Quantum of rainwater available for harvest 41 8 Municipal Solid Waste generation 43 9 Waste Generated from Floating Population 43 10 Details/ Distribution of Tree Plantation 44

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

EXECUTIVE SUMMARY

This document presents the findings of the Environmental Pre Feasibility of the construction of HIG Housing Scheme , which provide 338 nos. dwelling units group housing near ISBT at Village- Majra, Pargana- Pachwadun, Tehsil- Sadar , District-Dehradun, Uttrakhand, being developed by Mussoorie Dehradun Development Authority, Dehradun . SAWEN Consultancy Services Pvt. Ltd., Lucknow was contracted to secure Environment Clearance from MoEF/ SLEAC and No Objection Certificate (NOC) from Uttrakhand Environment Protection & Pollution Control Board (UEPPCB) for the proposed project.

The proposed HIG Housing Scheme is a residential development construction project proposed by Mussoorie Dehradun Development Authority, Dehradun, having total plot area of 15610.71 m2. The project provides well furnished and affordable flats with adequate green belt development to create the proper and sustainable environment. About 2.0 m wide green belt will be developed around the periphery of the proposed housing scheme. Parking facilities shall be appropriately provisioned by developing Surface and Stilt parking within the proposed project. The project provides greenery and open spaces, thereby making available more area defining the quality of work environment.

The land is having total built up area of 46781.12 m2, the proposed site for the residential project will be easily accessible by Haridwar Bye Pass Road located at a distance of 170.0 mtr, N from the proposed project site , well connected to various places, through national highways (NH-72A), rail links, bus ways and telecommunication. The estimated cost of the project will be Rs. 149.86 Crore. The Uttrakhand Power Corporation Limited (UPCL) will provide necessary expected demand load to meet the power requirement of the proposed residential project by 02 nos. of transformer of capacity 1000 KVA (01 working + 01 standby ).The power back up for essential load shall be provided through 02 no. of DG Sets (02 X 500 KVA) will be installed. Nearly 338 dwelling units will be benefitted with the proposed development.

The development will also have green area and the other facilities required for residential projects. Appropriate fire fighting measures including exit and exit way marking signs, emergency lights, ventilation, essential emergency electrical services and stationary fire pump (jockey) shall be provided for the proposed project.

In the layout, some area has been reserved for landscaping and a vision to create a buffer to help in creation of calm, serene and cool environment for institute and act as buffer between the building area and the adjoining traffic routes. Green belt planning on 2362.39 m2 (15.13 %) will be provided with ecological perspectives for the proposed project taking into consideration of urban biodiversity and native species.

The water with overall requirement of 188.47 KLD shall be managed by Uttrakhand Jal Sansthan water supply and pre-existing Over Head Tank. The DG Set discharge shall be through stack of sufficient cumulative stack height of 6.32 m above the tallest building of S1+S2+9 as per guidelines of CPCB. Noise level shall be maintained by providing acoustic Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 4

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand enclosures in DG sets and traffic norms will be followed within the residential building project.

The total black and grey water generated from domestic requirement shall be treated in 150 KLD Sewage Treatment Plant based on FAB Technology.

Natural slope of the area will be retained and will be graded to fall towards the roads or drain paths and storm water will be made to percolate to 14 nos. of recharge pit proposed for ground water recharge. For traffic noise, plantation along the traffic route shall be provided to act as a noise barrier.

It has been roughly estimated that of 1119.0 Kg/day of municipal waste generated from the residential building. Required Parking for the residents and visitors is fulfilled by providing 424 ECS in Surface and Stilt parking facilities within the premises for the proper management point of view.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

CHAPTER 1: INTRODUCTION

Dehradun is the administrative centre and the interim capital of the new state Uttrakhand. Dehradun is situated at the Himalayan foothills in the fertile Doon Valley. The valley is well known for its salubrious climate and natural beauty. It is due to this reason Dehradun has been one of the favorite residential cities.

Rapid Urbanization is an intrinsic part of the development process. One of the major challenges before the nation is to provide planned neat urban settlements with adequate greenery and open spaces rather than unplanned haphazard and polluted slum like urban settlements. The quality of the urban centre determines the quality of life of the inhabitant. Planning of a new urban centre therefore is of utmost importance for defining the quality of life. The proposed HIG Housing Scheme near ISBT at District-Dehradun, Uttrakhand which provide affordable 338 nos. Flats for the inhabitants and overcome the problems related to residing within the city.

Planning and Design Principles:

1. To provide better quality of life (or livability) to the residents. 2. To use the geographical features as an integral part of the landscape. 3. The prime consideration should be the ease and convenience of the residents in performing daily activities. 4. To provide safe, healthy and socially based environment. 5. Establish synergy between ecological and manmade infrastructure. 6. To ensure efficient use of resources. 7. To make open spaces accessible to residents and visitors 8. To develop the housing in such a manner that future growth is taken into consideration.

Total No. of Floor- S1 +S2+ 9th floor  Type A Cluster (4 units)– 09  Type B Cluster (4 Units)- 09  Type C Cluster (4 Units) - 08  Type D Cluster (2 Units) – 09 Total Flats = 338 Flats  Club House Level 1 & Level 02 (At Block B Only)  Stilt Level 1 & Stilt level 2

1.2 ENVIRONMENTAL CONCERNS OF BUILDING & CONSTRUCTION PROJECT Building account for about a third of energy consumption world-wide and with commercial/residential buildings contributing slightly more than half of that percentage. From 1980 to 2006, total building energy consumption worldwide has increased more than 46% whether such growth rates will continue in the future is uncertain. Use of water by buildings worldwide has grown significantly between 1985 and 2005. Such increases in

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand water use are occurring in the context of stresses to the water supply caused by recent droughts and growing concerns about drying trends in the climates of Indian Subcontinent.

1.2 LOCATION: The proposed construction of HIG Housing Scheme near ISBT at Village- Majra, Pargana- Pachwadun, Tehsil- Sadar, Dist.-Dehradun, Uttrakhand.

1.3 DEMOGRAPHIC PROFILE In order to study the socio-economic profile of the city, secondary data (from various sources, including the Census of India) were collected and analyzed. To supplement the analysed secondary data, primary data were obtained from the socio-economic survey analysed and the results utilized. The following sections present an overall socio-economic profile of Dehradun.

Population and Population Growth In 1981 and 1991 decades, the decadal change in population of Dehradun was 21.33% and 21.85% respectively. The sudden jump to 39.73 % in the next decade is explained by the fact that in this decade Uttrakhand was made a separate State with Dehradun as its capital. In the decade 1991-01, Dehradun achieved decadal population growth rate of 39.73 %, which was considerably higher than the national average of 21.53 %.

Dehradun Population and Decadal Growth Rate:- S. No Year Population Decadal Growth Rate (%) 1 1981 211 21.53 2 1991 270 21.85 3 2001 448 39.73

Dehradun population growth rate considerably increased in decade 1991-2001 due to its becoming the capital of the newly created state of Uttarakhand. The possibility of its maintaining a relatively high growth rate of population is high due firstly to State’s initiative to achieve higher rate of growth of the economy of the State per se and for expansion of the industrial base of Dehradun among some other areas. Besides, the impact of factors like large investments in industries which are expected to be made in the coming years; the planned infrastructure and institutional improvement with financial assistance of the ADB; and the proposed overall development of the town under the Jawaharlal Nehru National Urban Renewal Mission will widen employment opportunities both in secondary and tertiary sectors. These factors together will lead to the already relatively higher growth rate of service sector to attain a still faster growth rate in the decades to come. As this happens, population will attain much faster rate of growth due to large in-migration of workers to this town besides the natural growth of population. As Dehradun started with a low population base of 4.48 lakhs only (2001) its population growth rate in terms of percentage is expected to be faster in the coming decades as a result of its economic factors mentioned above.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

1.3 IDENTIFICATION OF PROJECT AND PROPONENT The proposed construction of HIG Housing Scheme near ISBT at Village- Majra, Pargana- Pachwadun, Tehsil- Sadar, District-Dehradun, Uttrakhand, being developed by Mussoorie Dehradun Development Authority, Transport Nagar, Saharanpur Road, Dehradun, UK.

As per the EIA Notification, 2006, the project having built up area more than 20,000 m2 requires Environmental Clearance from SEIAA , but as per Water Act, 1974 & Air Act, 1981 every project required consent to establishment (NOC) from the respective State Pollution Control Board, before commencement of project. The proposed construction of HIG Housing Scheme having Built up area 46781.12 m2 which is > 20000 m2 hence the project requires environmental clearance from SEIAA & also falls under the preview of NOC from the UPPCB as per EIA Notification 2006.

1.5 BRIEF DESCRIPTION OF NATURE OF THE PROJECT The project has been provisioned to serve the purpose of mitigating the residential problem of the Dehradun city. The development shall be done as per Mussoorie Dehradun Development Plan 2025. The basic concept of the project is as:  Quality based resident units  Good environment  High quality infrastructure development  Employment opportunities at one place  Well planed connectivity emphasizing the walk to work concept. The main purposes of the Plan are: 1. To develop a luxury flats furnished with all modern facility of housing such as community centre, surface and stilt parking facility, proper greenery etc. 2. To create an environment that could support the culture of good standard of living by collocating essential facilities required for day to day living. 3. To meet the growing demands of housing in Dehradun in an environmentally sustainable manner; 4. To enhance the surrounding with greenery, landscaping and recommended aesthetics; 5. To emphasize the policy of afforestration and rain water harvesting to create a better microclimate in the area. 6. To create a healthy environment for living. 7. To promote planned integrated development of towns & cities. The components of assistance under the scheme include all urban infrastructural development. 8. Improved infrastructural facilities and help create durable public assets and quality oriented services in cities and towns.

The main objective of the project is as follows: 1. To promote a healthy relationship between urban development and environment particularly emphasizing on effective and planned space utilization. 2. Reinforcement of natural infrastructure; Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 8

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

3. Conservation of resources; 4. Development of a monitored landscape management program. 5. Developed the well developed infrastructure facilities like water supply, sewerage, community centre. The proposed development will cover rapid and time bound urban infrastructure construction, improvement & maintenance of ecological features. This land is needed to be developed for residential purpose with provision of all basic amenities and facilities for creation of quality spaces to the public assets.

1.5 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE REGION As the Dehradun district is one of the developing district of Uttrakhand and many people from nearby areas come for their settlements which develop the continuous demands of flats, in the city. The proposed housing will provide luxurious flats with well developed greenery in the surrounding of the flats. As a result, it may help to increase the economic growth of the city and also overcome the housing problems facing by the inhabitants.

1.6 SITE SELECTION FOR PROPOSED PROJECT AND ITS APPROVAL The site is strategic for developing a modern developed and luxurious HIG Housing Scheme near ISBT at Village- Majra, Pargana- Pachwadun, Tehsil- Sadar , District-Dehradun, Uttrakhand.

1.7 LAND USE- WITH REFERENCE TO PROPOSED LOCATION The site is plane vacant land near ISBT at District-Dehradun, UK, which is approachable through Haridwar Bypass Road, located at 170.0 mtr towards N direction from project site. The location plan of the proposed project has been represented as follows:

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Figure 1: Project Location

Figure 2: Mussoorie Dehradun Development Plan 2025 1.8 EMPLOYMENT GENERATION (DIRECT & INDIRECT) DUE TO THE PROJECT The proposed development of HIG housing scheme near ISBT at District- Dehradun, Uttrakhand provide better residential facility to the residents. The benefit of developing housing is related to the direct employment to the people associated with the construction. It provides employment to skilled and unskilled laborers during construction 100 nos. of labors are working for the project. Additional employment opportunities will lead to a rise in the income and improve employment opportunities for nearby population and their standard of living from the regions of Shewala Khurd, Sewla Kalan, Morowala, Brahmanwala , Shewala Kala etc . The proposed facility will also generate jobs for the women labourers during construction phase. This will considerably reduce their travel time in any employment and therefore enable them to attend the childrens and their nutritional demands with house hold chores.

1.9 ENVIRONMENTAL LEGISLATIONS APPLICABLE TO THE PROJECT:

1. The Water (Prevention and Control of Pollution) Act, 1974 a. The Water (Prevention and Control of Pollution) Rules, 1975 - Schedules b. Central Board for the Prevention and Control of Water Pollution (Procedure for Transaction of Business) Rules, 1975 c. The Water (Prevention and Control of Pollution) CESS Act, 1977 d. The Water (Prevention and Control of Pollution) Cess (Amendment) Act, 2003 Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 10

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

2. The Air (Prevention and Control of Pollution) Act, 1981 a. The Air (Prevention and Control of Pollution) Rules, 1982 and Schedules b. The Air (Prevention and Control of Pollution) (Union Territories) Rules, 1983 3. The Environment (Protection) Act, 1986 a. The Environment (Protection) Rules, 1986 and Schedules b. Environment (Protection) Third Amendment Rules, 2002 c. Rules for the Manufacture, Use, Import, Export and Storage of Hazardous Micro Organisms Genetically Engineered Organisms or Cells, 1989 d. The Environment (Protection) (Second Amendment Rules), 1999 - Emission Standards for New Generator Sets 4. Hazardous Wastes (Management and Handling) Rules, 1989 a. The Manufacture, Storage and Import of Hazardous Chemicals Rules, 1989 b. Manufacture, Storage and Import of Hazardous Chemical (Amendment) Rules, 2000- Draft Notification c. Hazardous Wastes (Management, Handling & Transboundry Movement) Rules, 2010 5. Bio-Medical Waste (Management and Handling) Rules, 1998 a. Hazardous wastes (Management and handling) amendment rules 2000 b. Hazardous Wastes (Management and Handling) Amendment Rules, 2002 6. S.O.979 (E), [27/8/2003] - Amendments to S.O.763 (E) dates 14/9/1999 Dumping and disposal of fly ash discharged from coal or lignite based thermal power plants on land 7. Municipal Solid Wastes (Management & Handling) Rules, 2000 8. Battery (Management and Handling) Rules, 2000. 9. The Noise Pollution (Regulation and Control) Rules, 2000 a. The Noise Pollution (Regulation and Control) Rules, May 2002 10. Re-cycled Plastics Manufacture and Usage Rules, 1999 a. Re-cycled Plastics Manufacture and Usage Amendment Rules, 2002 b. The Recycled Plastics Manufacture and Usage (Amendment) Rules, 2003 11. Ozone Depleting Substances (Regulation) Rules, 2000 12. The Indian Forest Act, 1927 a. The Forest (Conservation) Act, 1980 b. The Forest (Conservation) Rules, 1981 c. Guidelines for diversion of forest lands d. Forest (Conservation) Rules, 2003 13. The Wild Life (Protection) Act, 1972 and Schedules a. The Wild Life (Transactions and Taxidermy) Rules, 1973 b. The Wild Life (Stock Declaration) Central Rules, 1973 c. The Wild Life (Protection) Licensing (Additional Matters for Consideration) Rules, 1983 d. The Wild Life (Protection) Rules, 1995 e. The Wild Life (Specified Plants- Conditions for Possession by Licensee) Rules, 1995 f. Recognition of Zoo Rules 1992 g. The Circular Concerning Joint Forest Management Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 11

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand h. The Wild Life (Protection) Amendment Act, 2002 14. The Public Liability Insurance Act, 1991 a. The Public Liability Insurance Rules, 1991 15. The National Environmental Tribunal Act, 1995 a. The National Environment Appellate Authority Act, 1997 16. Provisions of Indian Penal Code a. Provisions of Criminal Procedure Code b. Provisions of Factories Act, 1948 17. No.59 of 1960- The Prevention of Cruelty to Animal Act, 1960 18. The Biological Diversity Act, 2002 a. Draft Biological Diversity Rules, 2003 b. 2-T Oil (Regulation of Supply and Distribution) Order, 1998

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

CHAPTER 2: PROJECT DESCRIPTION

2.1 PROJECT SUMMARY The site proposed for construction of HIG Awas Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District-Dehradun, Uttrakhand, to accommodate 338 flats with adequate greenery , well facilitated Surface and Stilt parking facility, Swimming Pool, Club House facility etc. The details of the proposed Housing is tabulated below: Description Area in SQMT Plot Area 15610.71 Built Up Area 46781.12 Road Area 4490.87 Total Landscape Area 2362.39 Total Ground Coverage 5313.89 Total Surface Parking Area 3443. 56 Total ECS Provided 424 nos. Total No. of Floors S1+S2+9th Floor Total Expected Population 2113 Personnel Transformer (No. & Capacity) 02 X 1000 KVA (01 working +01 standby) Standby Power Supply(D.G. Sets) 02 x 500 KVA Sources of Water Supply Municipal Supply - Hydro Pneumatic System Through Jal Sansthan & Pre-existing Over Head Tank with Total Consumption of Water 188.47 KLD Total Fresh Water Requirement 136.73 KLD Total Waste Water Generated 121.70 KLD Total Treated Water Reused 51.74 KLD Total MSW Generated 1119.0 Kg/Day Proposed Rain Water Harvesting 02 Nos. STP Capacity 150 KLD Stack Height 6.32 m Total Project Cost Rs. 149.86 Crore

2.2 PROJECT CATEGORY The proposed project of construction of a residential building with built up area of 46781.12 m2 which is > 20,000 m2; hence the project requires environmental clearance from SEIAA as per the EIA notification 2006 under Schedule 8(a); Cat. B2 & also falls under the preview of NOC from the State Pollution Control Board as per the EIA notification 2006.

2.3 Project Cost The project cost of the proposed project is Rs. 149.86 Crore

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Table 1: Capital Expenditure S. Description Cost (Rs. in Lacs) TIME FRAME No. 1. Landscaping 100 03 Years 2. APCS 5.0 06 months 3. 150 KLD STP 48.50 Before Building Occupancy Water Treatment Plant 16.20 4. Rain Water Harvesting 6.65 06 months 5. Waste Management 20.0 Before Building Occupancy 6. Power Backup 40.0 06 months Fire Fighting Plant Room, Fire 7. Fighting System, Portable Fire 42.33 06 months Extinguisher & Exit Signages Solar & Energy Conservation 8. 5.0 01 year Measures Total 283.68 -

Table 2: Recurring Expenditure per Year

S. No. Description Cost (Rs. in Lacs) 1. Landscaping 5.0 2. APCS 1.0 3. 150 KLD STP 20 4. Rain Water Harvesting 1.0 5. Waste Management 2.0 6. Power Backup 5.0 7. Solar & Energy Conservation Measures 0.50 Total 34.5

2.4 PROJECT DESCRIPTION WITH PROCESS DETAILS Major construction elements of the proposed project include foundation treatment as well as other facilities for water supply and drainage, fire-fighting and lighting. The buildings will be of masonry-concrete structures, roads will be made of mass concrete and yard surface will be made of high-strength interlocking concrete blocks. Pollution sources during the construction period consist mainly of mechanical noise, engineering dust, engineering wastewater and construction waste & temporary hutment waste. An analysis of environmental impacts and proposition of environment management plan during construction period for the proposed project and proposals on pollution prevention and control measures and managerial requirements may reduce negative impacts by project construction to a minimum.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Construction work of proposed “HIG Housing Scheme near ISBT”: Process Flow Chart: Figure 3 The project shall be executed in 02 Years and the process flow chart is as follows: Earth Work

Civil Construct

Electrical & Sanitary work

Furnishing (Aluminum, wood, marble)

Painting

Horticulture/ Landscaping/ Rain Water Harvesting

Operation of proposed HIG Awas Housing

2.5 RAW MATERIAL REQUIRED FOR CONSTRUCTION & MODE OF TRANSPORT OF RAW MATERIAL/FINISHED PRODUCT.

List of Raw & Building Materials i. For Civil construction ii. For Furnishing 1. Cement 1. Wooden planks, Doors 2. Concrete 2. Gypsum board false ceiling 3. Reinforcement Steel 3. Glass 4. Sand 4. Sanitary fittings & fixtures ii. For Civil construction ii. For Furnishing 1. Bricks 6. Paint & Polishing 2. Marbles / Granite 7. Electrical fittings & fixtures 3. Plaster of Paris 8. Air conditioners 4. Steel 9. Aluminum windows 5. Stone aggregate 10. Fly ash 11. Water Proofing compound 12. Tiles 13. Shuttering plates 14. M.S Scaffolding iii Electrical and mechanism equipment 1. PVC wires/cables 5. Fire fighting system 2. Polycarbonate switches/ sockets 6. Fire fighting system 3. Ms boxes / panels 7. MCB, DBS 4. UPS, Transformers Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 15

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand iv. List of machinery used during construction Loader : loading of materials Dumper : Mud and material handling Concrete mixer with hopper : RCC work JCB : Digging and earth work Concrete Batching Plant : Concrete mixing Cranes : Lifting and moving of materials Road roller : Compacting the earth Tractor Trolley : Carrying & transporting material During transportation of raw / construction material, a water ditch with its width at 3.5 meter, length at 10 meters and depth at 0.2 meter shall be made at the exit to and from the construction site, in which crushed stones with a diameter at 50 millimeters will be laid, so as to reduce the amount of earth on tires of vehicle to and from the construction site; covers will be made on materials to be transported or they will be transported by enclosed vehicles, routes of transportation vehicles shall avoid environmentally sensitive areas, and vehicle speed shall also be limited.

2.6 DRAINAGE PATTERN OF DISTRICT District Dehradun is drained by Ganga, Yamuna and their tributaries. The two basins are separated by a ridge starting from Mussoorie and passing through Dehradun. The easterly flowing rivers join River Ganga and the westerly flowing rivers join River Yamuna. Ganga River enters the district near Rishikesh where Chandrabhaga River joins it. Song and Suswa are two main tributaries of the Ganges. Suswa flows SE, draining the eastern Doon along with its ephemeral tributaries like Bindal Rao, Rispana Rao etc. and joins River Song SE of Doiwala. Song River has its origin from the adjoining Tehri district. Initially it runs parallel to the Mussoorie Mountain chain in NW direction for few kilometers and then takes a sudden turn in SE direction and joins Suswa River south of Doiwala.

Yamuna River emerges from Yamnotri, which falls in district Uttarkashi. It enters Dehradun district at the point called Khat Bhondar which is about 20km east of Deoban. Tons is the main tributary of Yamuna which has its emerging point in the north of Yamnotri and receives water from Supin and Rupin (tributaries of Tons). River Tons separates Uttarakhand from Himachal Pradesh. The western part of Doon Valley is drained by Asan and its tributaries; it joins Yamuna near Rampur Mandi. Yamuna River roughly divides the district in two halves, the hilly region in the north and Doon valley in the south.

2.7 SEWERAGE SYSTEM The trunk sewer line is available for the city and is being improved as per development of various sectors as part of Mussoorie Dehradun Development Plan 2025. The 150 KLD sewage treatment plant based on FAB technology is proposed at the site. The proposed project will be developed with a dedicated and efficient sewage collection system having proper internal connectivity with the proposed sewage treatment plant to ensure the proper treatment of the sewerage to the city sewerage network of area with a sewer network of Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 16

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

municipal department, the diameters varying from 150 mm to 900 mm. This sewer network has been upgraded and connected to the newly laid sewer system.

2.8 SOLID WASTE MANAGEMENT A state of the art system for collection of solid waste from housing has already been put into place through Nagar Nigam Dehradun . Efforts are on for scientific disposal of the waste through MoEF/CPCB/UPPCB approved vendors. The objective is to provide a neat and clean healthy environment in the building. The estimation of waste generation from the proposed project shall be done as per the standards described in Mussoorie Dehradun Development Plan 2025. The collection system through garbage chutes has been proposed to develop within the project. From those depots, tippers or carnage vans will cart the waste up to designated disposal site for treatment.

2.9 ELECTRIFICATION/ POWER REQUIREMENT & ITS SOURCE Power supply is provided by Uttrakhand Power Corporation Limited. The electrical network consists of 11/0.433 KV Transmission Line and internal electrification. The electrical cables from electric substation will be laid underground. At proposed project site the initial assessment of the development area and the mode of conceptual philosophy of electrical infrastructure development have been thought to include the following main components:  To cater the power requirements for construction work and to development of the building.  Sourcing for immediate power requirement.  The broad layout of the electrical system for the entire building.  The Sub-Transmission and Distribution Network from substation & transformers.  Meeting Power demand through standby power supply from DG set. The total expected power demand is met through 02 x 1000 KVA transformers (01 working + 01 standby). During power failure 02 nos. DG Set (02 x 500 KVA) shall be provided for standby condition within the proposed housing scheme and the source shall be Uttrakhand Power Corporation Limited. ELECTRICAL DETAIL IN HIG HOUSING SCHEME Transformer Calculation (R0-03/07/2015) Sr. No Description Conn. Load (KW) Demand Factor Max. Load (KW) 1 Tower 1 216.96 - 216.96 2 Tower 2 216.96 - 216.96 3 Tower 3 216.96 - 216.96 4 Tower 4 216.96 - 216.96 5 Tower 5 216.96 - 216.96 6 Tower 6 216.96 - 216.96 7 Tower 7 216.96 - 216.96 8 Tower 8 216.96 - 216.96 9 Tower 9 216.96 - 216.96 10 Tower 10 108.82 - 108.82 11 Tower 11 55.36 - 55.36 Total 2116.80 - 2116.80 12 Plumbing Loads (Assumed) 60.00 0.8 48.00 Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 17

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Sr. No Description Conn. Load (KW) Demand Factor Max. Load (KW) 13 Fire Fighting (Assumed) 160.00 - 24.00 14 External Lighting/landscape 30.00 0.8 24.00 Lighting 15 Lifts – 21 nos. 210.00 1.0 210.0 Grand Total 2567.80 2422.80

TOTAL LOAD 2422.80 16 Considering Overall Diversity to 1211.40 be 50% the demand load 17 In Terms of KVA considering 1346.00 0.9 Power Factor (UPERC Norms) 18 Considering the ADE of the 1682.50 Transformer to be 80% as per SEB the Demand Load is Proposed Transformers: 02 Nos. 1000 KVA Oil Type With OLTC Transformer in which 01 no. is Standby Transformer

DG SET CALCULATION (R0-03/07/2015) Sr. No Description Conn. Load (KW) Demand Factor Max. Load (KW) 1 Tower 1 110.39 - 110.39 2 Tower 2 110.39 - 110.39 3 Tower 3 110.39 - 110.39 4 Tower 4 110.39 - 110.39 5 Tower 5 110.39 - 110.39 6 Tower 6 110.39 - 110.39 7 Tower 7 110.39 - 110.39 8 Tower 8 110.39 - 110.39 9 Tower 9 110.39 - 110.39 10 Tower 10 55.54 - 55.54 11 Tower 11 28.72 - 28.72 Total 1077.81 - 1077.81 12 Plumbing Loads (Assumed) 60.00 0.8 48.00 13 Fire Fighting (Assumed) 160.00 - 24.00 14 External Lighting/landscape 30.00 0.8 24.00 Lighting 15 Lifts – 21 nos. 210.0 1.0 210.0 Grand Total 1537.81 1383.81

TOTAL LOAD 16 Considering Overall Diversity to 691.90 be 50% the demand load 17 In Terms of KVA considering 864.88 0.9 Power Factor (UPERC Norms) 18 Considering the ADE of the 960.98 Transformer to be 80% as per SEB the Demand Load is Proposed DG SETS : 02 Nos. 500 KVA Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 18

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Specification of the DG Sets:  Base frame and DG Radiator  Resistoflex anti-vibration pads or manufacturer standard pads  990 Ltrs Day Tank for fuel with marking  Suitable space heater for alternators  Lub oil drain arrangement  DG shall be completely filled with oil for 10 hours running

2.10 AVAILABILITY OF WATER & ITS SOURCE. The source of water supply during operation phase shall be done through Uttrakhand Jal Sansthan or through pre-existing nearby Over Head Tank of approx. 7.5 Lacs capacity.

2.11 SCHEME FOR WASTES MANAGEMENT/ DISPOSAL For efficient waste collection management system, the Dehradun city is divided into Zone, the work relating to primary collection of waste has been decentralized at the zone level where it is supervised by health officers with the assistance of ward level inspectors, Sanitary supervisor. The primary collection involves waste disposal from commercial and residential places. Nagar Nigam Dehradun has fleets of vehicles for collecting and transporting waste from collection points to the disposal site. Each of the vehicles is allotted specific area for collection and transportation to waste disposal site. Following steps have been proposed by for collection, treatment and disposal of MSW: Step-1: Collection and Segregation of MSW at source of generation Step-2: Transportation of MSW to the disposal site Step-4: Shredding of the compostable waste to desired particle size Step-5: Treatment of biodegradable waste through composting Step-6: Disposal of non bio-degradable solid waste into Secured Landfill.

The year 2021 envisages a comprehensive and sustained solid waste management system with modern and scientific answers to collection, transportation and disposal.

Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 19

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

CHAPTER 3: SITE ANALYSIS

3.1 LAND SUITABILITY ANALYSIS & LAND USE

Figure 4: Land Use within 500 m Radius of Project Site

Figure 5: Land Use within 05 Km Radius of Project Site.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

3.1.1 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION, AND PROJECT BOUNDARY & PROJECT SITE LAYOUT) WITH COORDINATES. In the preparation of an environmentally compatible urban development plan, it is a prerequisite to understand linkages and interactions that exist between different components of the urban environment. Dehradun is well connected by road to New Delhi and other major towns in north India. Road distances to some important centres in the region are: Delhi 255 km; Chandigarh 130 km; Haridwar 54 km; Mussoorie 34 km; Rishikesh 43 km; Agra382 km; Shimla 221 km; Yamunotri 279 km; Kedarnath 270 km; Nainital 297 km. The city is well connected by daily direct trains coming in from Delhi, Calcutta, Mumbai, Varanasi, Lucknow and other places. The nearest airport from Dehradun is the Jolly Grant Airport situated on the outskirts of the town, around 25 km away from the city.

The coordinates of the proposed project site are shown below in figure 5: 30°17'18.37"N 78° 00'00.16"E

30°17'15.74"N 77°59'57.90"E

30°17'12.70"N 78° 00'02.43"E

30°17'13.70"N 78° 00'03.35"E

30°17'15.19"N 78° 00'04.80"E

603-605 mtr elevation from mean sea level.

Figure 6: Location Map showing project site with Coordinates. Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 21

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

3.2 CRITERIAS FOR SELECTION OF LAND Following criteria’s were selected for selection of land.

1. a) Proximity to linkage: It was observed that development pattern generally follows the transportation corridors because of high accessibility development as opposed to haphazard growth, which is seen in most cities. The proposed site is situated near ISBT at District-Dehradun, Uttrakhand easily approachable through Haridwar - Bypass Road located at the N direction from the proposed project site.

1. b) Proximity to existing settlements: The areas of project site already existing in a high developed zone and population pressure is likely to witness growth pattern influenced by the surrounding existing institutes, & commercial establishments.

1. c) Hydrogeology : The hydrogeology of the district is mainly controlled by the geology and geomorphology. A wide variation in the geology and land forms, in the area, gives rise to different hydrogeological conditions. Broadly Dehradun district is divided into three hydrogeological units, viz. (1) Himalayan Mountain Belt (2) Siwalik zone and (3) Doon Gravels

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

1. Himalayan Mountain Belt: - Groundwater, in this unit, occurs as disconnected local bodies both under confined and unconfined conditions. Quartzite, schist, shale, slate, phyllite, compact sandstone, limestone and dolomite of Jaunsar, Baliana, Krol and Tal Groups are the main rock types. The rock formations are characterized by fissures, fractures, veins and joints which provide the secondary porosity. The secondary porosity and permeability help forming the local bodies of groundwater. The weathered veneers found on hill tops, ridges, spurs etc. give rise to large groundwater repositories, under perched conditions. The alluvial deposits of fluvial and colluvial origin in the lower reaches of streams/ rivers in the form of fans and terraces are highly porous and permeable and hold promising areas for groundwater exploration. The springs and seepages are the main source for hilly areas. The springs show wide variation in discharge ranging from 1400 to 1507000 liters/ day (Bartarya, 1995)

2. Siwalik Zone: Groundwater occurs under confined and unconfined conditions in this unit. The water levels are comparatively deep. In spite of the boulder- conglomerate bed of Upper Siwalik Formation being highly porous and permeable most of the water goes as run off due to steep slopes and the sediments forming piedmont fans dipping into the Intermontane valley. About 70 gravitational type springs have been reported which have a varying discharge from less than a liter per second to 113 liters/second (0.002 m3/min). The fresh water bearing zones are present in the Upper Siwaliks due to the presence of pebble– gravel–conglomerate–boulder beds and act as good groundwater reservoirs when underlain by the Bhabar or Dun gravels. Exploration has revealed that the pebble - boulder and gravel - sand beds of Siwalik are capable of yielding copious quantities of water.

3. Doon Gravels: - The intermontane valley portion, of district Dehradun, is underlain by alluvial fan deposits. The sediments descend from the Lesser Himalayan front as well as well as the North facing Siwalik hill slopes. These fan deposits are called as ‘Doon Gravels’ and characterized by boulders and pebbles embedded in sandy and silty matrix. The clasts are mainly composed of quartzite, sandstone and phyllite, which are mainly derived from the Krol belt of the Himalayas Pebbles from Siwalik conglomerates are also present in the Doon Gravels. Doon Gravels are highly porous and they have a significant permeability. Groundwater occurs under unconfined and semi confined conditions. The saturated granular zones occur in a depth range between 35.50 and 138.68 m bgl. The piezometric head ranges from 20.0 to 125.0 mbgl. Transmissivity varies from 1648.0 to 3500.0 m²/day while the field permeability ranges from 5.86 to 104.0 m/day. The discharge from the tubewell varies from 600 to 3000 lpm for a tapped thickness of 30 to 50 m with a drawdown of 2 to 7 m. The hydraulic conductivity, in the district, varies from 13 to 583 m/day.

Status of Ground Water Development :- Groundwater is developed mainly through tube wells and India mark-II hand pumps. Jal Sansthan, Jal Nigam and Irrigation departments have constructed a number of tube wells in Raipur, Doiwala, Sahaspur and Vikas Nagar blocks to meet the domestic and irrigational Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 23

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand requirements. In hilly areas, springs and gadheras form the main sources of drinking water. The springs are developed for irrigation purpose also. India mark-II hand pump is common in hilly areas also. The depth of the tubewells, constructed in Doon Valley, range in depth from 50 to 150 m bgl whereas the discharge ranges from 500 to 1500 lpm. In Chakrata and Kalsi blocks, only hand pumps are successful.

Depth to Water Level :- Depth to Water, in the southernmost part of the district, ranges between 5 and 10 m. The area close to the hills is represented by water table >15 m bgl. The intermediate part has DTW in the range between 10 and 15 mbgl. During the post monsoon period the 5-10 m and 10-15 m ranges of DTW increased and the >15 m group is reduced.

Ground Water Development :- Groundwater in the upper aquifer has been developed through dug wells. After the success of tubewells the groundwater withdrawal from dug wells is generally discontinued and most of the dug wells are abandoned. Owing to this reason there is no significant decline in the first aquifer. About 200 tubewells are operational in the intermontane valley. The total stress for all kind of needs is on the deeper aquifer. According to the stage of groundwater development the district as a whole is categorized as ‘safe’. Groundwater at shallow depth may be developed in Raipur, Sahaspur, Doiwala and Vikas Nagar blocks.

Water Conservation and Artificial Recharge :- The groundwater development is going on at a faster rate and management practices are required for the sustainability of this resource. The Central Ground Water Board, Dehradun constructed four gabion structures on Medawala Khala in Thano Forest Range. It is observed that the Doon Gravels are highly receptive to the artificially recharged water. The structures suitable in high reaches and foot hill zones are gabion, check dam, gully plug and brushwood check dam. In the valley portion rain water may be harvested for the use other than drinking. Roof top rainwater harvesting and recharge well are suitable in the plain areas of the valley. Within the proposed HIG Housing Scheme 02 nos. rain water harvesting pits will be provided.

1.d) Geomorphology Geomorphic Divisions of the District: - Dehradun district may be divided into four geomorphological units namely alluvium, piedmont fan deposits, structural and denudational hills and residual hills.

A) Alluvium: This unit is represented by unconsolidated and loose admixture of sand, gravel, pebbles, silt and clay of varied grades deposited in the form of terraces along Asan, Song, Tons, Yamuna, Ganges etc. and in the intermontane valley as well. These are represented by unconsolidated material like sand, gravel, silt and clay. The terraces are formed by river cuttings followed by deposition of eroded and transported material in step like features along the river. Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 24

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

B) Piedmont Fan Deposits: The area comprising of Dun gravels formed of numerous coalesced fans constitute this unit. The older Dun gravels belong to the upper realm of principal Doon fans whereas the younger and youngest duns belong to lower realm of principal Doon fans and dip controlled pedimont fans respectively.

C) Denudational and Structural Hills: The denudational and structural hills comprise Siwalik and Lesser Himalayan Ranges. The Siwaliks are exposed as a narrow band all along the southern boundary of Doon Valley and also in isolated patches. These hills have undergone severe denudation, weathering and erosion, making steep to moderate slopes. D) Residual Hills: The residual hills are mostly formed by erosion and are the remnants of post Upper Siwalik deposits. These are called Older Doon Gravels or Langha Boulder Beds. Boulder beds, shales and red clay represent this unit. The residual hills are present in Doiwala and Vikas Nagar blocks.

Soil Types: - The nature and soil type play an important role in agriculture and have direct relation with groundwater recharge. Physiography, climate, drainage and geology of the area are the factors responsible for the nature and type of soil and soil cover. The soil type also depends upon the slope and rate of erosion. The soil types of district Dehradun are tabulated below: Physiography Characteristics

1. Mountains Moderately deep, well-drained, thermic coarse loamy soils on steep slopes, strong, stoniness, associated with shallow excessively drained, loamy skeletal soil.

2. Soils on Upper piedmont Deep, well-drained, coarse loamy cover, fragmental plains soils on heavy gentle slope with loamy surface and slight erosion. Associated with excessively drained soils with loamy surface and slight to moderate erosion Deep, well- drained, fine to coarse loamy surface and slight to moderate erosion 3. Soil on Lower piedmont Deep, well- drained, coarse loamy cover over plains fragmental soils on nearly level plains with loamy surface. Associated with deep, well drained, fine loamy soil with loamy surface. Deep, well drained, fine silty soil on very gentle slopes with loamy surface and slight erosion Deep, well drained, fine to coarse loamy surface and slight to moderate erosion, silty soil with loamy surface

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

1. e) Topography & Natural Resources The proposed site has plain topography with elevation of 603-605 mtr from mean sea level. The general slope of district is south-east. The Doon Valley has the Himalayas to its north, the Shivalik range to its south, the sacred river Ganga to its east and the river Yamuna to its west. The city of Dehradun is surrounded by river Song on the east, river Tons on the west, Himalaya ranges on the north and Sal forests in the south. The Doon Valley is situated between the two most important rivers of India. i.e. Ganga and Yamuna. Dehradun is surrounded by dense forest all around and number of streams and canals dissect the city in the north-south direction. The high hills in the east and north and Sivaliks in the south give an interesting topographical setting to the city. All the hill ranges around Dehradun (except the Sivaliks) are rich in lime stone reserves. Nestled in a wide and thickly forested valley of the Sivalik ranges, Dehradun is famous for its fruit orchards such as Leechis and mangoes.

1. f) DRAINAGE PATTERN AT SITE The project site lies on the city municipal sewer system in proximity to ISBT at Dehradun. The drainage system shall be designed accordingly to connect through underground drains after sewage treatment have been planned.

1. g) Seismicity of Dehradun The seismic hazard map of India was updated in 2000 by the Bureau of Indian Standards (BIS). The Dehradun city is located in the Seismic Zone IV with majority of the portion having provision of earthquake resistance in construction.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

CHAPTER 4: PROJECT PLANNING

4.1 PLANNING CONCEPT The proposed project is being developed to providing HIG Housing Scheme at District- Dehradun, Uttrakhand. The proposed housing scheme provides total 338 dwelling units with adequate landscape development and road development and also provide well defined infrastructure within the housing scheme .

For the proposed HIG Housing Scheme the land is acquired at village- Majra, Pargana- Pachwadun , Tehsil- Sadar, District- Dehradun Khasra No. Area (In Hac.) 495Kha 0.0240 496Kha 0.4700 514Kha 0.0410 515 0.0200 516 0.0100 517 0.0500 518 0.0800 534Ga 0.0300 467Kha 0.0500 468 0.8890 480Gha 0.0200 492 0.2400 493 0.1770 494 0.2570 495Ga 0.3100 414Gha 0.0299 490Ka 0.3460 491Ga 0.3500 504 0.0600 507 0.1660 508 0.1000 509 0.0200 524Kha 0.2020 524Ga 0.0040 490Kha 0.4250 491Ka 0.0400 499Ka 0.3930 514Ka 0.1540 491 Kha 0.7600 495Ka 0.2760 512Kha 0.0900 536 0.3310 174Ka 0.1400 178Ga 0.0120 178Da 0.0240 247 0.4620 491Gha 0.3160 TOTAL 7.3689 Total land 7.3689 hac out of which only 1.56107 hac is acquired for the development of HIG Housing Scheme at District Dehradun.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

4.1 Land Uses of Proposed “HIG Housing Scheme “ Table 4: Land Uses S. No Details Area (sqmt.) Percentage 1 Total Ground Coverage 5313.89 34.04 2 Roads Area 4490.87 28.77 3 Green Area 2362.39 15.13 4 Parking & Paved Area 3443.56 22.06 TOTAL PLOT AREA 15610.71 100.00

Area Chart Details: For Block A & C Block ITEM AREA (SQM) Stilt 01 Area for Block A & C Block 595.23 Stilt-02 Area for Block A & C Cluster (4 units) after 331.58 deduction of shafts Typical Floor Area for Block A & C Cluster (4 units) 518.83 after deduction shafts (9 floors) Total Built up Area for Block A & C Cluster (4 units) 9974.74 excluding stilt-01 (2 Blocks) For Block B Block Stilt 01 Area for Block B Block 639.77 Club Lvl-01 Area for Block B Cluster 511.14 (4 Units) after deduction of shafts Club Lvl-02 Area for Block B Cluster 495.30 (4 Units) after deduction of shafts Typical Floor Area for Block B Cluster (4 units) after 530.62 deduction shafts (8 floors) Total Built up Area for Block B Cluster (4 units) 5251.40 excluding stilt-01 For Block D, E, J & K Block Stilt 01 Area for Block D, E, J & K Block 551.17 Stilt-02 Area for Block D, E, J & K Cluster (4 units) 515.35 after deduction of shafts Typical Floor Area for Block D, E, J & K Cluster (4 490.56 units) after deduction shafts (9 floors) Total Built up Area for Block D, E, J & K Cluster (4 19721.56 units) excluding stilt-01 (4 Blocks) For Block F & H Block Stilt 01 Area for Block F & H Block 508.07 Stilt-02 Area for Block F & H Cluster (4 units) after 304.66 deduction of shafts Typical Floor Area for Block F & H Cluster (4 units) 490.56 after deduction shafts (9 floors) Total Built up Area for Block F & H Cluster (4 units) 9439.40 excluding stilt-01 (2 Blocks) For Block G Block Stilt 01 Area for Block G Block 262.84 Stilt-02 Area for Block G Cluster (4 units) after 128.43 deduction of shafts Typical Floor Area for Block G Cluster (4 units) after 251.74 deduction shafts (9 floors) Total Built up Area for Block G Cluster (4 units) 2394.09 excluding stilt-01 (1 Blocks)

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Plinth Area Calculation Item Area (sqmt.) Total Area for Stilt 01 5313.00 Total Area For Stilt 02 3973.45 Total Area For Typical Floor Floors( 9 Floors) 42780.38 Total No. of Residential Floors Type A Cluster (4 Units) 09 Type B Cluster ( 4 Units) 09 Type C Cluster ( 4 Units) 06 Type D Cluster ( 4 Units) 09 Total No. of Units 338 Total Built Up Area 46781.12

Total Built Up Area Breakup Detail: Item Area (sqmt.) Built Up Area of Block A & C Cluster 9974.74 Built Up Area for Block B 5251.40 Built up Area for Block D, E, J,K 19721.58 Built Up Area for Block F & H 9439.40 Built Up Area for Block G 2394.00 TOTAL BUILT UP AREA 46781.12

Permissible Area Calculation Item Area (sqmt.) Total Site Area 15610.71 Permissible Ground Coverage @ 30 % 5463.74 Permissible FAR 2.1 Extra Consumed FAR 0.9 Proposed FAR 2.99 Permissible Built Up 46832.13 Proposed Ground Coverage 5313.89 Proposed Built Up 46781.12 Ground Coverage Consumed (%) 97.25 FAR Consumed (%) 99.89

4.3 Population details Table 5: Plotted Population Break Up at Project Site: S. NO. STAFF DESIGNATION Population 1 Residents (338 Dwelling Units @ 5 person per unit) 1690 2 Service Facility Staff 25 3 Floating Population 400 Total Expected Population 2115

Therefore, the total expected population of proposed HIG Housing Scheme will be 2115 personnel. Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 29

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

4.4 SITE SETTINGS Nearby Places :-  Shewala Kala- 390.0mtr,NW  Shewala Khurd- 900.0 mtr, SW  Morowala- 1.17 Km, SE  Dehradun City- 4.44 Km, NE  Shakti Enclave – 3.09 Km, NE  Rajaji National Park- 3.25 Km, SW

Hospitals/Schools/Colleges  Uttranchal College of Engineering – 700 mtr, W  St. Judes School- 750.0 mtr, NW  Shakuntla Law College- 1.02Km, E  Shri Guru Ram Rai Institute of Medical Sciences – 2.34 Km, NE  National School of Open Schooling- 1.37Km, NE  Olympus High School- 1.48 Km, NE  Wildlife Institute of India- 2.53 Km, SW  Graphic Era University- 2.21 Km, SW  Buddha Temple Dehradun- 3.15 Km, SW

Water Courses:  Ephemeral Tributary Bindal Rao- 1.59 Km, SE  Rispana River – 5.26 Km, NE  Ganga Tributary Song River - 11.48 Km, E

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

CHAPTER 5: PROPOSED INFRASTRUCTURE

5.1 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/RAIL/METRO/ WATER WAYS ETC.) WITH IN THE DEVELOPMENT REGION. 5.1.1 Road Network The delineated project site is located at District-Dehradun, Uttrakhand. The proposed site is well connected to various places, like Airport, Railway, Bus Terminus & other parts of the city by road. The major road linkages are – o Haridwar Bypass Road o Saharanpur Road (National Highway- 72A) o Turner Road

Figure 7: Proposed Site with Road Networks and Water Courses

8.1.2 Bus Station  Inter State Bus Terminal- 280.0 mtr, W  Volvo Bus Services- 470.0 mtr, NW  Turner Road Bus Stop- 700.0 mtr, SW  Mothorwala Bus Stop – 4.30 Km, SE

8.1.3 Rail Linkages  Harrawala Railway Station- 9.85 Km, SE  Dehradun Railway Station, 4.33 Km, NE

5.1.4 Air Network

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

The main Jolly Grant airport at Dehradun is located at a distance of 20.44 Km, SE from the proposed project site.

5.2 PARKING DETAILS: In the proposed project, parking for the Residents, Visitors, and Service facility staffs shall be managed by forming Surface parking as well Stilt parking facilities. Parking Required - For 75-150 sqmt. , the required ECS is 1.25 per unit Total no. of Units= 338 x 1.25 = 423 nos. of cars Parking Provided: Surface Parking = 161 nos. Stilt-1 Parking = 164 nos. Stilt-2 Parking = 99 nos. Total nos. of Parking provided – 424 nos.

Parking Area Provided: Surface Parking Area = 3443. 56 sqm Stilt 1 Area= 5313.89 sqm Stilt 2 Area = 3973.45 sqm

5.3 LANDSCAPE AREA DETAIL: Total Landscape Area is = 2362.39 m2 Green Area Required= 15% of the site area = 2341.60 sqmt Green Area Provided= 750.75 + 113.33 + 20.88+ 1477.63 = 2362.39 sqmt

5.4 APPROACH ROAD & BUILDING HEIGHT  The width of the bitumen approach road is 18.0 m wide towards N and the maximum height of the building is S1+S2+9  The internal roads have right of way of 8.0 meters wide.  10.0 m wide setback from three side and 12.0 m wide setback from one side.

5.5 Solar Light Provision Following area are sources through solar light provision  Park Lights  Street Light  Common Area Light

Led & Solar Lighting LED LIGHTS QUANTITY Optic compartment with 19W LED at 530mA, equipped with the Lensoflex 35 nos. photometric system with PMMA lenses, body made of an extruded aluminium, a toughened glass protector, end covers made of injection moulded polycarbonate, safety plug and socket system, a high pressure die cast aluminium painted mounted spigot suitable for horizontal mounting, having a surge protection of Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 32

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

10kV of Schreder make Brika-19W LED or equivalent.

Optic compartment with 24 LEDs and a total wattage of 78W at 530mA equipped 10 nos. with the Lensoflex photometric system with PMMA lenses, body made of an extruded aluminium, a toughened glass protector, end covers made of injection moulded polycarbonate, safety plug and socket system, a high pressure die cast aluminium painted mounted spigot suitable for horizontal mounting, having a surge protection of 10kV of Schreder make Brika-24 LED or equivalent.

Optic compartment with 24 LED and a total wattage of 78W at 530mA, 09 nos. equipped with the Lensoflex photometric system with PMMA lenses, body made of an extruded alumunium , a toughened glass protector, end covers made of injection moulded polycarbonate safety plug and socket system a high pressure die cast alumunium painted mounting spigot suitable for horizontal mounting, having a surge protection of 10kV, with independent standalone solar street lighting system, having dust to dawn operation (10hrs duty cycle) powered by a 180Wp or solar array a 12V 150Ah battery backup providing 2 days autonomy (10 hrs+10 hrs) , high efficiency mono/multi crystalline silicon cells battery -12-110 Ah, capacity 12V, 150Ah, of Schreder make Solar Brika-24 LED or equivalent with 6 m Brika Pole with an arrangement to mount the Solar Panel, battery and charge controller.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

CHAPTER 6: PRESENT ENVIRONMENTAL SCENARIO (AT PROJECT SITE)

(I)Ambient Air Quality:

S.No Date of sampling Location 24 Hourly Concentration(µg/m3)

01. 19.11.2015 At project Site PM (10) PM(2.5) SO2 NO2 112.02 40.6 7.86 31.03

(II) Ground Water Quality Test Results: Sampling Site: At Project Site Date of Sampling: 19.11.2015 Laboratory Sample code: DW/SPLPL-1172

PARAMETER UNITS RESULT DESIRABLE MAXIMUM TEST S. TESTED LIMITS PERMISSIBLE PROTOCOL No. LIMIT (IS 10500:2012) 01 Colour Hazen <5, 5.0 15.00 2120 B APHA units colorless 22nd Edition 2012 02 pH Value - 7.591 6.5-8.50 No Relaxation 4500-H+ B,APHA’ 2012 03 Electrical µs/cm 945.9 _ _ 2510 B.APHA’ Conductivity 2012 04 Turbidity NTU 0.0 1.00 5.0 2130 B APHA ’ 2012 05 Total mg/L 690.0 500 2000 2540 D. APHA’ Dissolved 2012 Solids 06 Total mg/L 324.0 200.0 600 2340 C. APHA’ Hardness as 22nd Edition CaCO3 2012 07 Calcium as Ca mg/L 102.60 75.0 200 3500 B, APHA’ 2012 08 Magnesium as mg/L 16.52 30.0 No Relaxation 3500-B, APHA’ Mg 2012 09 Alkalinity as mg/L 320.00 200.0 600 2320B, APHA’ CaCO3 2012 10 Chloride as Cl- mg/L 50.06 250.0 1000 4500 –Cl- B, APHA’ 2012 11 Sulphate as mg/L 85.07 200.0 400 4500-SO42- E SO4 2012 12 Nitrate as NO3 mg/L 3.23 45.0 No Relaxation IS 3025 (Part 34) 13 Iron as Fe mg/L 0.02 0.3 No Relaxation 3500 Fe-B APHA’ 2012 14 Fluoride as F- mg/L 0.52 1.0 1.5 4500-F- APHA 2012

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

CHAPTER 7: ENVIRONMENTAL MANAGEMENT PLAN

7.1 WATER MANAGEMENT (SOURCE & SUPPLY OF WATER). Total water demand of the residential building including green areas excluding fire fighting water demand and losses is calculated to be 188.47 KLD. About 2.0 KLD water out of total water demand will be utilized for the irrigation of the green and landscape area proposed inside the project premises. The water demand estimation has been tabulated in Table 7. The one time water requirement for firefighting demand will be 2.0 KLD based on CPHEEO guidelines, i.e. fire demand for < 50,000 population = 1% of total water demand.

Source of Water Supply- Uttrakhand Jal Sansthan & pre existing Over Head Tank located near the proposed project site.

7.1.1 Water supply for green area The water demand estimated for maintenance of green covers of residential building in the non- monsoon period works out to be 2.0 KLD. It has been calculated by assuming 1.0 liters of water required for 1 m2 of green area. The salient features for the water supply to the green area will be: • Garden hydrants will be provided along the supply line so as to access this water to irrigate the nearby green covers; • The spacing proposed for water hydrant will be in the range from 60 m to 100 m as per the requirement. • The pressure at outlet of hydrant will be maintained equivalent to 15 m head.

Table 10: WATER USE CALCULATION S. Water Waste No. Water Use Population Per Capita Requirement Water in (LPCD) (KLD) Generation (KLD) 1 Residents 1690 86 145.0 116.0 2 Service Facility Staff 25 45 1.13 0.9 3 Visitors 400 15 6.0 4.8 TOTAL DOMESTIC WATER REQUIREMENT 152.47 121.7 4 Swimming Pool - Lump sum 30.0 NIL (Makeup water) 500 KVA x 2 no. 0.9 l/KVA/4 4.0 NIL 5 D.G. Set Cooling hr 6 Gardening 2362.30 m2 1 l/m2 2.0 NIL

TOTAL WATER REQUIREMENT 188.47 121.70 One time Fire Fighting Demand = 2.0 KLD (As per CPHEEO Manual, GOI)

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

7.1.2 Water Balance Diagram Figure 8

Total Water Requirement 188.47 KLD

Fresh Water Treated Water Requirement Requirement 136.73 KLD 51.74 KLD

Pool Domestic 7.831 KLD Makeup water Requirement Flushing Gardening D.G. Set 30.0 KLD 106.73 KLD 45.74 KLD Requirement Cooling 2.0 KLD 4.0 KLD

Grey Water Black Water 75.96 KLD 45.74 KLD

Waste Water NIL

Total Waste Water 121.70 KLD

150 KLD STP

58.26 KLD excess Treated Water treated water reused for 110.0 KLD sewer washing, street cleaning, car washing etc.

51.74 KLD for Reuse

## Whereas the proponent proposed 225 KLD STP Plant in view of future design safety within the proposed housing scheme.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

*The grey water is the waste water generated from sinks, showers, washing machines, dish washers etc. **Black water is any waste from a toilet or urinal. In the proposed residential black water is generate from flushing process only. It contains disease causing organisms that can result in human illness by direct contact so disposed in the sewerage treatment plant.

7.1.3 Sewerage At the project site of proposed residential building, total 121.70 KLD of waste water generated, which will be treated in 150 KLD STP Plant . (i.e. 75.96 KLD Grey water from domestic requirement & about 45.74 KLD Black water shall be generated from flushing which generate total value of 121.70 KLD waste water.) About 51.74 KLD of treated water shall be reused for flushing (45.74 KLD), DG Set Cooling (4.0 KLD), and Gardening (2.0 KLD) purpose, at proposed housing and about 58.26 KLD is reused for street washing and drain cleaning, car washing etc within the premises.

SCHEME OF SEWAGE TREATMENT PLANT: During operation phase in the proposed building, generated waste water will be treated in proposed 150 KLD STP based on FAB technology.

TREATMENT PROCESS: The sewage treatment plant (Fluidizes Aerobic Bed Reactor- FAB) 150 KLD shall propose to be installed to treat the raw sewage. The process for Sewage Treatment Plant is as follows: (Figure 9)

RAW SEWAGE

BAR SCREEN CHAMBER

OIL & GREASE TRAP

RECEIVING SUMP FILTRATE

FLUIDIZED AEROBIC BED FILTER PRESS REACTORS (FAB)

PLATE SETTLER TANK SOLID SLUDGE

TERTIARY TREATMENT (Including U.V Treatment)

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

After Tertiary Treatment pH 6.5-7.5

BOD mg/l <10

TREATED WATER TANK COD mg/l <50

TSS mg/l <10

Oil & Grease NIL FOR REUSE mg/l SCHEMATIC DIAGRAM OF SEWAGE TREATMENT PLANT (Figure 10)

AEROBIC AEROBIC SCRENNING & REACTOR - I REACTOR - II TUBE SETTLER

OIL / GREASE

Waste Waste Waste Water Water REMOVAL

FLOATING MEDIA V V V V V V V V TERTIARY AIR BLOWERS TREATMENT SLUDGE M FILTER (including U.V AIR treatment) DIFFUSERS PRESS M

TREATED FOR REUSE WATER

TREATMENT PROCESS FOR FAB The sewage is first passed through a Bar Screen Chamber & an Oil & Grease Chamber where any extraneous / floating matter gets trapped. The sewage is then collected in a Receiving Sump where the variations in flow and characteristics are dampened, which otherwise can lead to operational problems and moreover it allows a constant flow rate downstream. Here the sewage is kept in mixed condition by means of coarse air bubble diffusion. The equalized sewage is then pumped to the Fluidized Aerobic Bed Reactors (FAB) where BOD/COD reduction is achieved by virtue of aerobic microbial activities. The FAB reactors run in series. The oxygen required is supplied through coarse air bubble diffusers. The excess bio-solids formed in the biological processes which are separated in the downstream Plate Settler Tank. The clear supernatant is sent to the tertiary treatment section comprising of a Dual Media Filter and an Activated Carbon Filter, and UV disinfections system. If needed Softener shall be provided. The biological sludge generated from the FAB will be passed through filter press where it will be dewatered and form a cake and then used as manure in green area of the block. BENEFITS OF USING FAB TECHNOLOGY Small space requirement Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 38

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

The concept of compact sewage treatment plants is promoted so that expensive conventional treatment is dispensed herewith. The treatment scheme is also versatile, in the sense that units can be re-arranged in any which way the space and pile caps are available. Lower operating power requirements The system utilizes aeration tanks of much smaller size, thereby reducing the overall power required in aerating the raw sewage. Since the bio-reactor depth is more, efficient transfer of oxygen takes place, thereby reducing the overall power consumed in treatment.

Simplicity in operation and maintenance The system adopted has much less moving parts (only pumps and blowers). Further there is no moving part inside the bio-reactor. This gives the advantage of continuously running the bio-reactor system, under widely fluctuating conditions. All the maintenance on the mechanical systems can be done with normal skilled mechanics available.

The system is unique in operation, such that, only inlet and outlet parameters (i.e. raw sewage BOD / COD / TSS /TP and treated sewage BOD / COD / TSS / TP etc.) need to be analyzed. Since the bio-reactor is self sustaining, there is no requirement of recycling the biomass from the secondary clarifier. Hence, analysis such as MLSS / MLVSS / SVI (sludge volume index) / F / M ratio etc. is not required to be done. This greatly reduces the analytical load on the plant chemist / supervisor, and makes the system very simple to operate and control.

The bio-reactor system adopted in the FAB based STP is provided with nutrients removal, and removal of disease causing E-coli bacteria.

Nutrient removal The bio-reactor system operates at very food to micro-organisms ratio (F / M ratio). This helps in totally converting the Ammonical nitrogen to nitrate nitrogen. In the process of synthesis of organic substrate, about 40–50% of the total phosphates load is also reduced. The remaining phosphates can be precipitated by addition of aluminum ions dosed in form of Poly Aluminum Chloride (PAC). Phosphates react with aluminum ions and precipitate as aluminum phosphate, which is an insoluble salt. Thus the total phosphates load can be easily reduced by more than 90%.

Coliform removal The outlet BOD of the bio-reactor system being very low (in other words, hardly any food is available to the E-coli), most of the coliform are killed in the reactor itself. Remaining coliform are killed by nominal chlorine dosing (of the order of 2–3 mg/l). The treated sewage outlet coliform count will conform to WHO standards, with such low chlorine doses. This will also ensure that there is not much residual chlorine.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Sludge handling The sludge generated in the bio-reactors is totally digested. Since the F / M ratio in the bio- reactors is very low, the excess sludge generation is lower than compared to the conventional ASP system. Normally, this sludge is an-aerobically digested to stabilize the organic matter. The present system does not envisage any sludge digestion (since the sludge is aerobically stabilized in the bioreactors itself), making the system more suitable for operation with less manpower. The excess sludge is separated in the secondary clarifier, and then disposed off either on drying beds, or can be directly used as soil conditioner.

Specification of Plumbing Woks within the STP Plant 1. 2 x 6.0 HP treatment plant feed pumps for STP (01 duty + 1 standby) 2 x 21.0 HP Soft/Flushing Pumps (01 duty + 01 standby) 2 x 4.0 HP Irrigation Pumps (01 duty + 01 standby) 2 x 1.0 HP Sludge Transfer Pumps for STP (01 duty +01 standby) 2 x 1.0 HP Blower Air Feeder Line (01 duty +01 standby) 2 x 1.0 HP Back Wash Pumps 2 x 2.0 HP Sewage Sump Pumps (01 duty +01 standby)

7.1.4 Water Conservation & Augmentation 1. For horticulture, a garden hydrant ring with pumping facilities has been proposed. 2. The sewer shall be treated within building for bringing down the characteristics of sewer within the norms specified by Ministry of Environment & Forest, Govt. of India for safe disposal. 3. The residential building shall get piped water supply through an appropriately designed system and no area shall be having any individual system of water supply (i.e. jet pumps, hand pumps or individual bore well). 4. It is outlined in Master Plan-2021 that lakes, ponds and small water storage bodies should be conserved and protected from misuse as well as efficient water harvesting system should be ensured in the construction projects. 5. Taps and other water flushing devices including showers used shall be designed to waste less water. 6. Awareness plays a major role in water conservation. Public messages shall be prominently displayed for water conservation. 7. Water leaks shall be tracked and corrected regularly. 8. Dual flush WC (3 – 6 liters instead of 10 liters) shall be used to optimize the water demand.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

7.2 RAINWATER HARVESTING (Figure 11)

R.C.C.Slab 200 dia over flow to outside 560 dia Cover PLUG 560 dia Cover Drain (as per site)

300

Ground Level 300 SIZE Ground Level PIT DIAMETER = 3000 mm Step Variable (as per site) EFFECTIVE DEPTH = 3000 mm

300 200 dia 230 TK drain 3000 MM dia pipe from desilting Brick Wall / as per Str. Design chamber 3000

600 x 600 x 100 MM R.C.C. Deflector or 345 TK Stone Slab

560 dia M.H.Opening

500 560 dia M.H. Opening Coarse Sand 1.5 to 2 mm

Mesh Gravels 5 to 10 mm 500

500 200 dia over flow to outside 50 – 150 MM Size Boulders Drain (as per site)

Slotted Pipe or 1 MM V.Wire 200 dia LCG Johnson Screen Brick Wall drain 250 to 300 mm dia Bore Filled pipe from With Pea Gravels (3 – 6 MM) desilting chamber 16 mm dia PVC Pipe

Slotted Pipe or 1 mm V.Wire

PLAN OF RECHARGE PIT LDG Johnson Screen Depth table Variable per water as

1000 MM 1000 Bail Plug

RECHARGE PIT As the district receives 30 mm peak hourly rainfall rainwater harvesting in RWH pits. Construction of Percolation tanks and recharge shafts may be an economical option in areas with deeper water levels via roof by channelizing the clean water to rainwater recharging pits, commercial complexes; institutional, etc also rain water harvesting has been made mandatory in Building Regulations.

Rain water from the various roofs will be drained through rain water vertical down take UPVC / MS pipes. These vertical down take pipes will be located at suitable locations inside the shafts or embedded inside the wall. All the terraces will be sloped in a slope of 1:50 or 1:75 sloping towards down vertical pipes. Rain water disposal shall be designed as per NBC i.e. 200 mm dia and 15 m depth of bore for rainfall @ of 30 mm/hour rainfall as per NBC. TABLE 11: QUANTUM OF RAINWATER AVAILABLE FOR HARVEST Area considered Harvesting Average Total Volume of S. Description of (m2) Factor or Annual Water available for No. Area Collection Rainfall Rain Water Efficiency intensity Harvesting (m3) (mm)

1 Roof-top Surfaces 5313.89 0.8 30 127.53 Grand Total 127.53 cum/hr Total quantum of rainwater for 0.25 hr. = 127.53/4 = 31.88 m3 The required dimensions of pit= 4.0 m dia & 3.0 m water depth with total 4.5 m depth Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 41

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

x2 Hence Volume of Pit = 퐴 = 휋 ∗ d 4.5 m 4 = 56.5 cum = 31.88/56.5 = 01 nos approx. The total no. of rainwater harvesting pit proposed = 02 nos. Proposed Rain Water Harvesting Pits = 02 Nos.

7.3 AIR POLLUTION CONTROL In order to reduce impact of dust during construction period, enclosure walls with a height of 2 meters or above will be built around the construction site; on-site mixing will be done at enclosed space, cement, lime powder and other construction materials shall be stored at storage yard or tightly covered, discrete materials such as sand and soil will be covered, the building materials to be loaded, unloaded and/or handled shall be covered, closed or sprinkled, and none of them shall be thrown or spread into the air; a water ditch with its width at 3.5 meter, length at 10 meters and depth at 0.2 meter shall be made at the exit to and from the construction site, in which crushed stones with a diameter at 50 millimeters will be laid, so as to reduce the amount of earth on tires of vehicle to and from the construction site; covers will be made on materials to be transported or they will be transported by enclosed vehicles, routes of transportation vehicles shall avoid residential quarters and other environmentally sensitive areas, and vehicle speed shall also be limited. During operation, only source of air pollution is D.G. Sets emission. Hence proper stack height should be provided above roof top of building. Exhaust height: In order to dispose emissions above building height, minimum exhaust stack height would be as follows: Minimum stack height for D.G. Set: H = h + 0.2 × √KVA Where, H = stack height of D.G. Set h = height of Building H = h + 0.2 × √ (500 x 02) KVA = h + 0.2 × √1000 KVA = h + 0.2 × 31.6 m = h + 6.32 m As per the information, 02 x 500 KVA DG Set capacity each shall be installed. For, which cumulative stack height of 6.32 m above the proposed residential building shall be provided. D.G set will be supplied with acoustic enclosure as per CPCB norms.

7.4 SOLID WASTE MANAGEMENT 7.4.1 MUNICIPAL SOLID WASTE It is estimated that for 1690 persons of the proposed housing, which includes residents for which municipal solid waste @ 0.623 Kg/day/ person shall be generated 1053.0 Kg/ day. For 25 persons of the proposed residential building, which includes service facility staff, population municipal solid waste @ 0.25 Kg/day/person shall be generated 6.00 Kg/day.  Total Municipal Solid Waste Generated at proposed project shall be :- 1053.0 Kg/day +6.0 Kg/day = 1059.0 Kg/Day

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Table 12: Municipal Solid Waste

Type of Waste Color of Category Disposal Total Waste Bins Method (Kg/ day) Municipal Solid 583.0 Organics Green Bio Degradable Waste Site Paper Metals Glass Blue Recyclable Approved 138.0 Textiles Recycler Plastic Non-Bio Municipal Solid 339.0 Ash & Dust Grey degradable waste Site Total 1059.0

Table 13: Waste Generated from Floating Population @ 0.15 Kg/Day Population Category Total Bio- Recyclable Non-Biodegradable Waste degradable Nos. Floating Kg/ day Kg/day Kg/ Day Kg/ Day 400 Visitors 60.0 33.0 8.0 19.0

Therefore, Total expected MSW: 1119.0 Kg/day Required MSW Bins = 1119.0 /300 cum = 3.73 cum = 04 no. bins of x 1.0 cum capacity

The solid waste shall be segregated and collected as per the above scheme. These bins will be emptied into the Garbage collection Bin of the ground floor. Service provider from will collect the garbage and waste shall be discharged to main bin of Nagar Nigam Dehradun. The grey and green bins shall be picked up on the instructions of Nagar Nigam for disposal. The service provider carries this waste for recycling and rest to the municipal solid waste site. The management shall engage a vendor & they will dispose the waste at the proposed site identified by the Nagar Nigam Dehradun.

7.5 NOISE ENVIRONMENT MANAGEMENT The main source of the noise pollution would be vehicles like four & two wheelers within premises.

7.6 TRAFFIC MANAGEMENT Traffic management is the planning implementation and control of transportation services for achieving the desired objectives and also to reduce the noise level in the project scheme. Project proponent shall be responsible for managing all parking and safety issues regarding the use of vehicles inside premises of proposed scheme. To reduce the noise level, it will be ensured that the traffic movement must be is smooth and horns will not be used within the Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 43

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand parking areas of the scheme. Incoming and outgoing gates will be different, so as to avoid any traffic congestion due to parking. Plantation of the trees near the paved areas and roads of the project site will be done for decreasing the air and also the noise pollution level. The traffic manager and all persons involved with these activities shall do traffic management. A good control system shall be setup. The following standards shall be maintained for parking areas:  All vehicles shall have a parking sticker permanently affixed to the driver's side back seat window.  All vehicles shall be limited to parking in designated spots.  Vehicles shall enter from Entry Gate and leave from Exit Gate.  No vehicle shall be parked in fire tender movement areas.  All vehicle users who disregard policies shall be subjected to fine, or loss of parking privileges.

Speed Limits In the proposed project scheme, speed limits are set to provide for the safe movement of persons and vehicles 20 Kmph on road ways and 10-15 Kmph in parking lots.

7.7 LANDSCAPING & HORTICULTURE Natural landscaping is also referred to as sustainable landscaping. It stresses the use of native plants that are beautiful, hardy and that also benefit the local environment. Native plants are especially good at preventing soil erosion, reducing flooding, sustaining wildlife and filtering out harmful pollutants in the soil. Natural landscaping offers a way to reduce the use of chemical pesticides and fertilizers, while introducing natural techniques that are safer for the long-term health of the community. The Total Landscape Area at plot area of proposed site is = 2362.39 m2 (15.13 % of the plot area)

FLORA & FAUNA OF UTTRAKHAND:

Uttarakhand has a great diversity of flora and fauna.

FLORA:- Evergreen oaks, rhododendrons, and conifers predominate in the hills. Shorea robusta (sal), Silk cotton tree (Bombax ciliata), Dalbergia sissoo, Mallotus philippensis, Acacia catechu, Bauhinia racemosa, and Bauhinia variegata (camel's foot tree) are some other trees of the region. Albizia chinensis, the sweet sticky flowers of which are favoured by sloth bears, are also part of the region's flora.

Species of medicinal plants including Dactylorhiza hatagirea, Picrorhiza kurroa, Aconitum violaceum, Polygonatum multiflorum, Fritillaria roylei, and Podophyllum hexandrum.

FAUNA: - Leopards are found in areas which are abundant in hills but may also venture into the lowland jungles. Smaller felines include the jungle cat, fishing cat, and leopard cat. Other mammals include four kinds of deer (barking, sambar, hog and chital), sloth and Himalayan Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 44

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand black bears, Indian gray mongooses, otters, yellow-throated martens, bharal (goat antelopes), Indian pangolins, and langur and rhesus monkeys.

In the summer, elephants can be seen in herds of several hundred. Marsh crocodiles (Crocodylus palustris), gharials (Gavialis gangeticus) and other reptiles are also found in the region. Local crocodiles were saved from extinction by captive breeding programs and subsequently re-released into the Ramganga river.

Several freshwater terrapins and turtles like the Indian sawback turtle (Kachuga tecta), brahminy river turtle (Hardella thurgii), and Ganges softshell turtle (Trionyx gangeticus) are found in the rivers. Butterflies and birds of the region include red Helen (Papilio helenus), the great eggfly (Hypolimnos bolina), common tiger (Danaus genutia), pale wanderer (Pareronia avatar avatar), jungle babbler, tawny-bellied babbler, great slaty woodpecker, red-breasted parakeet, orange-breasted green pigeon and chestnut-winged cuckoo.

In 2011, a rare migratory bird, the bean goose, was also seen in the Jim Corbett National Park.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

CHAPTER 8: EMERGENCY PREPAREDNESS PLAN

8.1 FIRE FIGHTING As most of the material and finished products are inflammable, no smoking and no fire will be allowed. In case of fire, fire extinguisher will be used. Fire extinguishers are put at the entrance of storage rooms. The Fire Extinguisher System has been provided as per fire safety plan in all floors of the institute. The phone number of nearest fire service stations has been displayed at various points and also near the fire extinguishers.

Fire Pump at Terrace Level Capacity- 900 LPM 11 nos. App. Head- 35 m App. HP- 15 HP Sheet metal enclosure with glass paneling etc as approved 11 set 63 mm dia single outlet landing valve IS marked with suitable size bolts, nut, 99 each washers and gaskets. Landing valve shall be as per IS code First aid hose reel with 25 mm dia, 30 m long rubber hose, ball valve, piping , 99 each nozzle and pressure gauge as per IS code 63 mm reinforced rubber hoses (RRL) with male and female SS coupling , IS 198 marked -15 m as per IS code each 4.5 Kg Carbon Dioxide Extinguisher, IS Marked with high pressure 99 each discharging tube, horn, control valve, CCE approved cylinder 6 Kg Mono Ammonium Phosphate (ABC) type cartridge operated 99 each extinguishers

The proposed project is to provide with fire protection arrangements such as Wet Riser system (as per N.B.C standards), Hose Reel (as per I.S – 3844 standards), Yard Hydrant and Automatic Sprinkler System in every building. Manual call points, Automatic Detection System in every building, portable appliance, Exit signs, P. A. System, Mechanical Ventilation, Smoke extraction system, Pressurization shafts, staircase etc. for fire safely point view. There is no objection for the construction of residential building as subject to the compliance of the following fire safety recommendations: 1. Access: It must be ensured that the access roads all around the building must be kept clear all the time for free movement of fire engines and 4.5 m head clearance shall be provided. The access internal road shall be provided as per approved plan. 2. Exit Requirements: Exit requirements shall be in accordance with provision as per National Building Code of India Part – IV (Clause 8.1 to 8.15.1). (a) Means of escape/exit shall be continuous and unobstructed way of exit travel from any point in the building to a public way. All exit doorways shall open towards means of escape that is away from, but shall not obstruct the travel along any exit. No door when opened shall reduce the required width of staircase/corridor/passage way.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

(b) All exit and exit way marking signs, emergency lights shall be on separate circuit/laid in separate conduit, exit signs must be illuminated and wired to independent circuit supplied by alternate source of power supply. The wiring and all accessories in the electrical circuit shall be fire resistant and low smoke material duly ISI marked. 3. Material for construction: The material used for construction of the building shall be of non-combustible. The interior finish materials shall be of very low flame spread ability, i.e. Class-I. All the fabric used for seats, curtain, covering on sidewall, matting carpeting etc. shall also have Class-I rating as prescribed in NBC part-IV. 4. Compartmentation: The building shall be suitably compartmentalized so that the fire/smoke remain confined to the area where fire incidents has occurred and mechanically exhausted as approved in the meeting, so smoke does not spread to the remaining part of the building. The services, standby generator, store etc. must be segregated from other by erecting fire-resisting wall of not less than 2 hours rating. Each of the compartments must be individually ventilated and the opening for entry into each of these compartments must be fitted with self-closing fire/smoke check doors of not less than one hour fire rating fitted with magnetic latches. All electric cables shall be laid in separate shafts shall be sealed at every floor with fire resisting material of similar rating. The partition wall in between and all around the shafts shall also be of minimum two hours fire rating. Under no circumstances, two services shall pass through the same shaft, i.e. separate shaft be used for different purpose. The entry to the staircase from all levels shall be segregated with a self-closing fire/smoke check door of not less than 1 hour fire rating. All vertical and horizontal opening at each floor level in entire building shall be sealed properly with the non-combustible material. Wherever false ceiling/suspended ceiling is provided, the same shall be of non-combustible in nature and that the compartmentation shall be extended up to ceiling level. 5. Ventilation: The building shall be provided with the ventilation strictly in accordance with Part-VIII Section-I and Clause D-1.6 of Part IV of National Building Code of India Mechanical ventilation system having interlocking arrangements as well as upper floor also. Extractor system shall be designed to permit 30 air changes per hour in case of fire in basement. The smoke extraction system shall be designed as per NBC Part-IV and approved by the department. 6. Air Conditioning System: Air conditioning system shall conform to Section-3 Part- VIII and Clause D-1.17 of Part-IV National Building code of India 1983. Following points shall be ensured.  All ducting shall be constructed of substantial gauge metal conforming to IS: 655. Air duct serving main floor areas, corridors etc. shall not pass through the staircases enclosures.  Automatic fire dampers shall be provided in the ducts at the inlets of the fresh air and return air of each compartment/floor.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

 Automatic fire dampers shall be closed automatically upon operation of a detector sprinkler.  The air ducts for every floor/compartment shall be separated. In no way inter- connected with the ducting of any other compartment  Under no circumstances, plenum shall be used as “Return Air Passage” for air conditioning purposes. 7. Essential Emergency Electrical Services: Separate electrical circuits to feed emergency services such as fire fighting pumps, lifts, staircase and corridor lighting blowers, panel and such a smoke venting and signage circuit shall be laid in separate conduit so that fire in one circuit will not affect the others. Master switches controlling essential services circuits shall be clearly labeled. The electrical wiring shall be provided in metal conduits. MCBs and ELCB shall be installed. The electrical services shall be strictly in accordance to Clause D.1.12 of Appendix-‘D’ of NBC Part-IV fire resisting cables shall be used. Power supply cables and the ducting shall not be taken through the staircase or any passage way used as an escape route. All the cables shall be only of Fire Resistant Low Smoke type. 8. Emergency Power Supply: The standby electric generator shall be installed of adequate capacity to supply power to staircase and corridor lighting circuit, lifts, exit signs and fire pump in case of failure of normal electric supply. The generator shall be capable of taking starting current of all the machines and circuits stated above simultaneously and must be automatic in action. 9. Static Water Tank: The underground water storage tank of the adequate quantity shall be provided. The replenishment through bore well or from the town main shall be ensured. This shall conform to the requirements given in National Building Code of India Part-IV. An additional overhead tank as proposed on the terrace shall be provided for fire- fighting as an alternative source of water supply. The underground water storage tank shall be approachable by the fire engine. 10. Stationary Fire Pump: Two electrically driven pumps – one each for Wet Riser and sprinkler system with 70 meters head shall be provided for wet riser and sprinkler system so as to give adequate pressure of 3.5 kg/cm2 at the farthest point. The standby diesel engine driven pump of similar capacity and the two-jockey pumps – one each for wet riser and sprinkler system shall be installed. Al the pumps shall be automatic in operation shall be provided. The pumps shall have positive suction. 11. Automatic Sprinkler System: The system shall be installed in entire building in accordance with BIS 15105/2002. Flow alarm switch/gang shall be incorporated in the installation for giving proper indication/sound. The pressure gauge shall also be provided near the testing facility. The entire system including pump capacity & head, size of pipe network, housing control panel etc. shall be provided in accordance to relevant code. Fire service inlet shall also be provided at ground floor level. Testing/flashing facilities shall be provided at each floor. The wielding shall not be done for the pipe less than 50 mm diameter.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

12. Wet Riser: The wet riser system shall be provided in the building as per NBC -05 standards. 13. Hose Boxes, Fire Hose and Branch Pipe: Hose boxes of suitable dimension shall be provided near each internal hydrant. Its design shall be such that it can be readily opened in an emergency. Each box shall contain two lengths of 63 mm diameter, 15 m length, rubber lined delivery hoses conforming to IS:636 complete with 63 mm instantaneous coupling conforming to IS:903 and short branch pipe conforming to IS:903 with a nozzle of 16 mm diameter. 14. Hose Reel: A hose reel near each internal hydrant containing 30 m of length of 20mm bore terminating into a shut-off nozzle of 6.5 mm outlet connected directly to riser shall be provided. This will conform to IS: 3844. 15. Automatic Detection System: Automatic fire detection (smoke/heat) shall be provided in all the areas of the building and shall conform to IS: 2189/1999. 16. Portable Fire Extinguishers: The portable fire extinguishers of water CO2 type and CO2 type ISI mark shall be provided as marked on the plans. The number of the fire extinguishers may have to be increased later when the layout of the partition etc. is known. All the fire extinguishers will be installed and maintained in accordance with IS: 2190-1992. 17. Public Address System: The public address system shall be provided having loud speakers on each floor level at strategic location. The microphone, amplifier and control switches of public address system shall be installed in the fire control room. 18. Lighting Protection: The lighting protection shall be provided in the building as per IS: 2309. 19. Intercommunication System: An emergency inter-communication system shall be provided in the entire complex. The instrument shall be provided in the common areas on each floor. 20. Yard Hydrants: Yard hydrants shall be provided in the building as per BIS specifications.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

CHAPTER 9: ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

On the basis of information provided by the Project proponent and the other data procured from the Government Agencies, Census Report, IMD etc., and the data generated by the Consultants and analysis of generated information, the following generalized conclusions can be drawn. 1. In the proposed project, construction will be developed at plot area of 15610.71 m2 . 2. U.P.C.L will provide necessary expected power demand through 02 x 1000 KVA (01 working + 01 standby) transformers to proposed residential building. The essential power back up shall be provide through 02 nos. of D.G set (02 x 500 KVA) capacity. 3. The water demand shall be 188.47 KLD managed by using water through Uttrakhand Jal Sansthan water supply and through pre existing Over Head Tank. 4. The total fresh water requirement would be 136.73 KLD. And 51.74 KLD treated water from 150 KLD STP shall be reused for flushing (45.74 KLD), Gardening (2.0 KLD) and DG Set Cooling (4.0 KLD) within the premises. 5. Total waste water generated from domestic requirement is 121.70 KLD i.e. Total Grey Water- 75.96 KLD; Total Black Water- 45.74 KLD shall be treated in 150 KLD STP based on FAB Technology. 6. The rain water harvesting will improve ground water quality. 02 number of rain water harvesting pits will be provided at proposed site to recharge the ground water. 7. Ambient air quality shall remain within the prescribed standards. The recognized sources of air pollution in the area are transport system. Efficient Traffic Management shall be regularized within the project to control air and noise pollution. 8. Noise level shall be maintained. For traffic noise, plantation along the traffic route shall be provided to act as a noise barrier. 9. The 1119.0 Kg/Day generated solid waste shall be segregated at source and managed through Nagar Nigam Dehradun at designated site. 10. Appropriate fire fighting measures including entry and exit way marking signs, emergency lights, ventilation, essential emergency electrical services and stationary fire pump and automatic sprinkler system shall be provided for the buildings at proposed project. 11. At proposed project, landscape will be developed in an area covering 2362.39 m2 of the ground with various shrubs & trees planted. 12. The impacts, which have been identified in the planning, development and construction phase, will be transitory and enough provisions have been made to mitigate them. The construction & operation phase will have both positive & negative impacts. But negative impacts will be made positive through environmental control measures. The health services development, greenery and rainwater harvesting are positive impacts. The benefits relate to the direct employment associated with the construction and during operation of the building. The proposed facility would also generate jobs for the women labours during construction phase. Women are likely to get job during construction phase. The facilities provided during construction to women labours, will

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

considerably reduce their travel time in any employment and therefore enable them to attend to their children, their nutritional demands and also household chores. The environment friendly technological alternatives will be considered for the given project with regard to construction material, layout, orientation, cooling, heating, vertical fenestration etc. The individual building/ towers developers will comply with the norms of MoEF & ECBC which will be a part of their development agreement.

The site is advantageous for development of this project due to the following reasons: 1. The site has good provision for drainage facilities. 2. The climatic conditions are suitable. 3. The connectivity of the site by rail, road and air is very much ensured keeping in view the existing and proposed development. 4. The easy availability of nearby residential and community facilities. 5. The landscape area along with storm water drainage and STP plant will ensure purification of waste water respectively. 6. Surface parking provision will reduce generation of dust and air pollution within project premises 7. Proposed site is a prominent place where an uninterrupted power supply would be ensured.

The site is strategically situated at Haridwar Bypass Road through which it is easily accessible, so the site is suitable for developing proposed HIG Housing Scheme as a part of the Development Plan 2025.

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

CHAPTER 10: DISCLOSURE OF CONSULTANT

The consultants engaged for the preparation of EIA/EMP of the proposed project are M/s SAWEN Consultancy Services Pvt. Ltd. The information about the company is as follows: INTRODUCTION SAWEN has provided a vast range of consultancy services; Environment Impact Assessment Studies (EIA), Environment Management Plans (EMP), Environmental Training & Education, R&R Survey. Environmental Audit, Bio diversity studies, Socio Economic Studies, Mine Plans, Risk Assessment and Disaster Management, Solid Waste Management, Ground Water Studies, Rain Water Harvesting Study, water shed management studies, water & effluent management studies, water balance studies, land use mapping green belt designing, zonal mapping etc. to all sectors of economy notably Government Sector, Semi –Government Sector, Corporate Sector and reputed Private Sector. SAWEN is a multi disciplinary professionally managed consultancy group providing consultancy on all aspects related to Environment & Pollution control and undertake study of environmental parameters, through two complementary companies SAWEN Consultancy Services & SAWEN Projects & Laboratories Pvt. Ltd Legal Status of Organization Pvt. Ltd. Company Date of Registration/ Incorporation SAWEN Consultancy Services was established in the year 1993. UTTAR PRADESH POLLUTION CONTROL BOARD REGISTRATION NO.: G35962/21/Paryavaran/S/1/99 dated 07 .09.1999 An ISO 9001:2008 Certified Quality Standard Company Certificate No.: RQ91/JA/254. Certificate Issue Date: 16.08.2011 EIA CONSULTANTS ACCREDITATION SCHEME (QCI-NABET) REGISTRATION NO.: 118 NABL ACCREDITATION CERTIFICATION NO.: T-2091

SERVICES & EXPERTISE We are monitoring environmental impact & providing services of pollution control systems to Institution, Thermal Power Plant, New Construction projects, Highways, Township & Area Development, Mineral Beneficiation Plant, Chemical Fertilizers, Municipalities, UPSLRP, UPDASP, NHAI, UPSHA, Cluster mining, Mine- surface and underground for all minerals & metals, Polymer, distilleries, sugar industry, Leather, Petrochemical, Electroplating & other polluting industries. So far the following EIA/ EMP projects have been executed Sector Numbers Building & Large Construction 51 Township & Area Development 05 Thermal Power Plants 03 Highways 15 Sugar industry 13 Mineral Beneficiation 01 Chemical Fertilizers 04 Pulp & Paper Industry 03 Leather Industry 03 Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 52

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Sector Numbers Textile Industries 03 Airport 04 Electroplating & Metal Coating 04 Food Processing 04 Minor Mineral Mining 200 Major Mineral Mining 60

PERSONNEL SAWEN is a group backed by the vision of experienced and dedicated scientists, engineers, and management professionals having expertise in the field of Environment, Civil, Architecture, Structural Engineering, Chemical Engineering, Agricultural, Horticultural, & Rural Development & Road Rehabilitation Projects. EIA COORDINATORS S. No. Name 1 Dr. Rajesh Kumar Singh M.Sc.(Chem.) Ph.D. (Chem.) 2 Dr. Dharam Raj Singh M.Sc. (Chem.), Ph.D (Chem.) 3 Dr. Arpita Sinha M.Sc (Env. Science), Ph. D (Env. Science), PGD Env. Protection Law NET-Lecturership 4 Pankaj Pande M.Sc (Geology)

FUNCTIONAL AREA EXPERTS Functional Area/s Applied for (as S. No. Name per abbv. given below) In-house expert/s Air Pollution Control Water Pollution Control 1 Dr. Rajesh Kumar Singh Air Quality Modeling Risk & Hazard management

2 Dr. Dharam Raj Singh Solid & Hazardous Waste Management

Solid & Hazardous Waste Management Dr. Arpita Sinha Noise & Vibration 3 Soil Science Ecology & Biodiversity Environmental Consultant- M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 53

Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Functional Area/s Applied for (as S. No. Name per abbv. given below) 4 Mr. Satyendra Singh Socio-Economic 5 Arch. Arvind Gupta Land Use Hydrology, ground water & 6 Mr. Pankaj Pande conservation 7 Mr. Pankaj Pande Geology 8 Mr. Sanjay Srivastava Socio-Economic Empanelled expert 9 Rama Shanker Shukla Land Use TESTING LABORATORY Experience Academic and Professional related to Name Designation Qualifications* present work (in years) Ph. D. Chemistry (Organic) Managing Dr. R. K. Singh M. Sc. Chemistry (Organic) 17 years Director Ph. D Environmental Sciences Management M. Sc Environmental Sciences Dr. Arpita Sinha Representative/ 08 years P.G. Diploma (Environmental Quality Manager Protection Law) LL.B. B.SC. (Zoology & Botany) Deputy Quality Mr. S. K. Singh P.G. Diploma (Environmental Manager 14 years Protection Law) Diploma in Rural Development Lab Incharge / M. Sc Chemistry (Organic) Mrs. Kalpana Technical B. Sc (Chemistry & Botany) 20 years Singh Manager Miss Rekha Environmental M. Sc Environmental Sciences 01 year Goswami Officer (Admin)

Mrs.Meenakshi M. Sc Environmental Sciences Lab Chemist 04 year Pant

Er. Wasi M.Tech Env. Engineer Trainee 01 month Mohammad

Mr. Anurag Field Leader B. Sc (Chemistry & Botany) 02 Years Singh Monitoring

Mr. Vikas PCM Intermediate Field Leader 05 Years Thakur Mr. Pramod B. Sc (Chemistry & Botany) Lab Chemist 05 Years Tiwari

Miss Jyoti Singh Lab Chemist B. Sc (Chemistry & Botany) 02 year

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Conceptual Plan –HIG Housing Scheme near ISBT at Village – Majra, Pargana- Pachwadun, Tehsil- Sadar, District- Dehradun , Uttrakhand

Experience Academic and Professional related to Name Designation Qualifications* present work (in years) Mr. Pankaj Laboratory PCM Intermediate 01 Year Tiwari Technician

-End of Conceptual Plan

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