CONCEPTUAL PLAN
RISHITA DEVELOPERS PVT. LTD. Group Housing 1, Pocket-6, Sector-C at Sushant Golf City, Hi-Tech Township, DISTRICT- LUCKNOW Uttar Pradesh
Plot Area= 86808.98 m2 Built Up Area = 330662.9 m2 Schedule 8 (b); Cat. B1 Capacity : 1430 DU's
Project Proponent
Mr. Sudhir Kumar Agarwal Rishita Developers Pvt. Ltd. 1st Floor, 116-117 Anand Coronation Towers, Vibhuti Khand, Lucknow
Environmental Consultant Sawen Consultancy Services Pvt. Ltd. (QCI Accreditated Sl. No. 132, December 2018) 417 A & B, Sahara Shopping Centre, Faizabad Road Lucknow-260026, Telefax: 0522-2341312; Mobile: 7379444471-73 Email: [email protected] Website: www.sawenconsultancyservices.com
Document No: SCSPL/EC-NOC/26/18-19 Approved By: Dr. Arpita Sinha Company Seal:
Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
LIST OF CONTENTS Chapter List of Chapters Page No. No. Executive Summary 3 1 Introduction 4-9 2 Project Description 10-13 3 Site Analysis 14-16 4 Project Planning 17-19 5 Proposed Infrastructure 20 6 Baseline environmental status 21-29 7 Environment Management Plan 30-32 8 Emergency Preparedness Plan 33-36 9 Analysis Of Proposal (Final Recommendations) 37-38 10 Disclosure Of Consultant 39-42
LIST OF TABLES Table No. List of Tables Page No. 1 Capital expenditure 10-11 2 Recurring expenditure 11 3 Land uses at project site 17 4 Building wise activities 17 5 Plotted Population Break Up 18 7 Water Use Calculations 21 8 Quantum of rainwater available for harvest 3 9 Municipal Solid Waste generation 28 10 Waste Generated from Floating Population 29 11 Ambient air quality 30 12 Ground water quality test results 30 13 Ambient Noise quality monitoring sheets 30 14 Ambient Noise quality monitoring sheets 31
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 2 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
EXECUTIVE SUMMARY
This document presents the findings of the Environmental Pre-Feasibility for the development of proposed Rishita Developers Pvt. Ltd.'s Group Housing-1 at Pocket-6, Sector-C at Sushant Golf City, Hi-Tech Township, District- Lucknow, Uttar Pradesh. M/s SAWEN Consultancy Services Pvt. Ltd., Lucknow was contracted by Rishita Developers Pvt. Ltd. to secure Environmental Clearance (EC) and No Objection Certificate (NOC) from Uttar Pradesh Pollution Control Board (UPPCB) for the proposed housing development.
The proposed project is a housing project having total built up area of 330662.9 m2. The project provides adequate open spaces, thereby making available more area defining the quality of recreational environment for residents.
The allocated land is having total plot area of 86808.98 m2 easily approachable through Shaheed Path, 1.83 Km, NW and well connected to various places, through national highways, rail links, bus ways, and telecommunication. The estimated cost of the project is Rs 565.42 Crore. The U.P. State Electricity Board will provide essential load of 11 KVA to meet the electrical requirement of 10882 KVA at the proposed project.
Appropriate firefighting measures including entry 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 green belt development and a vision to create a buffer to help in creation of calm, serene, and cool environment for the residence and act as buffer between the building area and the adjoining traffic routes. Green belt planning on 19469.29 m2 will be provided with ecological perspectives for the proposed project taking into consideration of urban biodiversity and native species. The site at present has tree belt throughout the land as natural landscape.
The water with overall requirement of 833.36 KLD shall be managed by Borewell with 700 KL underground Tank. Traffic norms will be followed within housing project. STP of 720 KLD (to be provided in 3 modules of 240 KLD each) based on FBR technology will be provisioned for the treatment of domestic waste within the proposed project.
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 through 21 nos. of recharge pits 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 out of the 5949.5 kg/day of solid waste generated from the proposed building for which 01 no. of transit center is provided ; organic waste converter will be provisioned for organic waste compost. Required Parking for the residents and floating population is fulfilled by 538 ECS parking facilities within the proposed group housing.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 3 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
CHAPTER 1: INTRODUCTION Housing is a basic human requirement of any civilized society. With the growth of urbanization, cities have been expanding alarmingly in the last few decades, which have resulted in haphazard growth of urban areas as well as acute housing shortage. Uttar Pradesh Housing and Urban Planning Department was established to ensure planned development of urban areas and create an enabling environment to provide comfortable housing. The multiplicity of urban laws has always been a nightmare for the urban populace.
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 therefore is of utmost importance for defining the quality life.
1.1 ENVIRONMENTAL CONCERNS OF BUILDING & CONSTRUCTION PROJECT
Building accounts for about a third of energy consumption world-wide and with institutional/housing and commercial areas 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 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.
1.1.1 Building Construction Affects the Environment
Using non-sustainable materials in the construction of the building has a temporary negative effect. Building construction is responsible for a huge percentage of the greenhouse gas emissions that have been affecting climate change. In fact, the buildings are responsible for nearly 38% of all CO2 emissions. Many of the materials used in the construction of buildings are produced in a non-sustainable way. The factories that make the materials produce damaging CO2 emissions.
1.1.2 Waste from Building Construction and Demolition
The destruction and renovation of buildings result in a large amount of waste. Building waste often includes concrete, metals, glass, plastics, wood, asphalt, bricks and more. This waste is often disposed of in either landfills or incinerators. Not only does this pollute the land and the air, but the transportation required to remove such waste has a major impact on the environment as well.
According to the Environmental Protection Agency, there were already over 170 million tons of debris generated in the construction and demolition of buildings in the U.S. alone in 2003. 61 percent of which were produced by non housing and commercial areas. The present proposal is about new development on vacant plot hence this category of waste generation is not applicable to this project.
1.1.3 Building Energy Consumption
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 4 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Buildings account for 40% of energy use worldwide (WBCSD).Energy used during its lifetime causes as much as 90% of environmental impacts from buildings (Journal of Green Building).Building operations consume more than 2/3 of all electricity (BuildingScience.com. Housing and commercial and commercial buildings consume 40% of the primary energy and 71% of the total electricity in the world.
Energy consumed in the buildings sector consists of housing and commercial and commercial end users and accounts for 20.1% of the total delivered energy consumed worldwide. Energy consumption in the housing and commercial sector includes all energy consumed by households, excluding transportation uses. Consumption of delivered, or site, energy contrasts with the use of the primary energy that also includes the energy used to generate and deliver electricity to individual sites such as homes, offices, or industrial plants. In the International Energy Outlook 2026 (IEO2026), Reference case, delivered energy consumption in buildings worldwide increases by an average of 1.5%/year from 2022 to 2040. In the non-Organization for Economic Cooperation and Development (non-OECD) nations, consumption of delivered energy in buildings grows by 2.1%/year from 2022 to 2040, nearly three times the growth rate for the OECD nations. For the OECD region, housing and commercial energy consumption increases by an average of 0.6%/year from 2022 to 2040. As demand for household electronics increases, electricity surpasses natural gas as the largest source of energy for OECD housing and commercial use, accounting for 43% of total housing and commercial consumption in 2040. Accordingly, the shares of fossil fuels, including natural gas, liquid fuels, and coal, decrease. Housing and commercial sector electricity demand grows by an average of 1.0%/year over the projection period and natural gas consumption grows by 0.6% /year, compared with a decline of 0.3% /year for coal and liquid fuels. 1.1.4 Indoor Environment Is Detrimental To Human Health
The quality of air inside the buildings, as represented by concentrations of pollutants and thermal (Temperature and Relative Humidity) conditions that affect the health, comfort and performance of occupants.
Indoor air quality (IAQ) is linked to health of the occupants:-IAQ is an important concern – both rural and urban. US EPA pointed out that indoor air pollution poses a greater risk than outdoor air pollution - people spend 80-90% of their time indoors (Yu and Browers, 2023) Carbon based gaseous pollutants (VOCs) indoors could be 2 to 5 times higher than outdoors. Presence of air pollutants in indoor environment a global issue due to adverse effects on human health (Tsakas, Siskos and Siskos, 2021).Indoor air pollution - ranked among the top five environmental health risks to the public by EPA. Indoor air pollution – one of the top 10 deaths, disease risk factors – India.
Sick Building Syndrome: Building occupants experience acute health and comfort effects which are linked to time spent in the building, but no specific illness or cause identified. Not clinically diagnosable disease. Casual Factors: 1. Inadequate ventilation/air tightness / poorly designed ventilation systems 2. High temperature and humidity levels
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 5 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
3. Other indoor sources including combustion 4. Infiltration of outdoor air contaminants into the indoor 5. Use of cleaning products, paints, printers, pesticides and other VOCs generating products
Pollutants & Sources in the Indoor Air Environment:
Location Sources Pollutant Offices, government HVAC systems, carpets, painting Primary: PM, VOCs buildings & polishing , household cleaners, Additional : CO, NOx, SO2 aerosols, insecticides, pesticides and personal care products Parking areas Vehicular movement Primary : PM, CO, NOx, HC Additional: SO2, VOCs, PAHs,
Public places such as HVAC systems, carpets, painting Primary: PM, VOCs, restaurants, hotels, & polishing , insecticides, Nicotine libraries, shopping malls pesticides, smoking, constriction Additional : CO, NOx, SO2 (misc. sources activities Rural households using Biomass burning for cooking, Primary: PM, CO, BC biomass heating, waste burning. Kerosene Additional : CH4, NMOC burning for lighting,
1.2 LOCATION
The proposed project of Rishita Developers Pvt. Ltd. Group Housing-1 at Pocket-6, Sector-C at Sushant Golf City, Hi-Tech Township, District- Lucknow, Uttar Pradesh.
1.3 DEMOGRAPHICS
The population of Lucknow Urban Agglomeration (LUA) rose above one million in 1981 while the 2001 census estimated it has risen to 2.24 million. This included about 60,000 people in the Lucknow Cantonment and 2.18 million in Lucknow City and represented an increase of 34.53 percent over 1991 figure.
As reported by the Census of India 2011 Lucknow city had a population of 2,815,601 of which 1,470,133 were men and 1,345,468 women. This was an increase of 25.36 percent compared to the 2001 figures.
Between 1991 and 2001 the District population registered growth of 32.03 percent, significantly lower than the 37.14 percent which was registered between 1981 and 1991. The initial provisional data for the District suggests a population density of 1,815 per km2 in 2011 compared to 1,443 in 2001. Although the total area covered by the Lucknow District is only about 2,528 square kilometers (976 sq mi), the population density was much above that of the 690 persons per km2 recorded at state level. Over 63.3 percent composed of urbanites.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 6 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
These were high figures when compared to the state as whole, where urban population only constituted around 21% of the total population. The sex ratio in Lucknow city stood at 915 females per 1000 males in 2011 compared to 2001 census figures of 888. The average national sex ratio in India is 940 according to the census 2011 Directorate.
1.4 IDENTIFICATION OF PROJECT AND PROPONENT
The proposed project of Rishita Developers Pvt. Ltd. Group Housing-1is being proposed by Rishita Developers Pvt. Ltd. As per the EIA Notification, 2006 & amendments made , the project having built up area more than 5,000 m2 require Environmental Clearance from State Environment Impact Assessment Authority, and Consent to Establishment (NOC) from the respective State Pollution Control Board, before commencement of project.
The proposed project of Housing building development of Rishita Developers Pvt. Ltd. Group Housing 1, at Lucknow is having built up area of 330662.9 m2 which is > 5,000 m2 hence the project falls under schedule 8 (b); Cat. B1 and under the preview of EC from SEIAA and NOC from the UPPCB.
The basic concept of the project is as:
1. Improved housing and commercial facilities for people. 2. Secure environment. 3. Well planned connectivity emphasizing the walk to work concept. 4. Employment opportunity at one place. 5. High quality infrastructure development. 6. Spacious Commercial shops. 7. Quality based housing units.
1.5 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. 3. To provide standard living and providing well-structured houses. 4. Creation of a modern building design process 5. It helps to promote a healthy relationship between urban development and environment particularly emphasizing and planned space utilization. 6. Conservation of resources. 7. Development of a monitored landscape management program.
1.6 SITE HISTORY AND SITE SELECTION FOR PROPOSED PROJECT AND ITS APPROVAL
Site is a vacant agricultural land in possession of Rishita Developers Pvt. Ltd. . The site is located at, Pocket-6, Sector-C at Sushant Golf City, Hi-Tech Township, District- Lucknow, Uttar Pradesh. The site has been approved by Lucknow Development Authority for group housing purpose.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 7 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
1.7 LAND USE- WITH REFERENCE TO PROPOSED LOCATION
The proposed project area has land use under housing development for group housing purpose as per Lucknow Development Plan 2031. The location plan of the proposed project has been represented on Lucknow Development Plan 2031 and toposheet no. 63 B/13.
1.8 EMPLOYMENT GENERATION (DIRECT & INDIRECT) DUE TO THE PROJECT
The proposed project of Multistory Building and Commercial Complex will facilitate housing and commercial facilities to the residents. The benefit of constructing a proposed building is related to the direct employment to the people associated with the development. It provides employment to skilled and unskilled laborers during construction of the project. Additional employment opportunities will lead to a rise in the income and improve employment opportunities for nearby population. 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
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, 1986and 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 and Other Wastes (Management and Tran boundary Movement) Rules, 2016. a. The Manufacture, Storage and Import of Hazardous Chemicals Rules, 1989 b. Manufacture, Storage and Import of Hazardous Chemical (Amendment) Rules, 2000- Draft Notification
5. Bio-Medical Waste Management Rules, 2016. a. Hazardous wastes (Management and handling) amendment rules 2000 b. Hazardous Wastes (Management and Handling) Amendment Rules, 2002
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 8 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
6. Plastic Waste Management Rules, 2016. E-Waste (Management) Rules, 2016. Construction and Demolition Waste Management Rules, 2016.
7. Solid Wastes Management Rules, 2016
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, 193 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 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. No.59 of 1960- The Prevention of Cruelty to Animal Act, 1960
17. The Biological Diversity Act, 2002 a. Draft Biological Diversity Rules, 2003
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 9 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
CHAPTER 2: PROJECT DESCRIPTION
2.1 PROJECT SUMMARY
The site proposed for development of Group Housing comprises of (B+ G +14) height building with below mentioned characteristics: Plot area 86808.98 m2 Ground Coverage 17011.693 m2 Parking Area 3675.42 m2 Built-up Area 250243.90 m2 Green Area 19469.29 m2 Total Expected Population 10830 persons Electric Load 10882 KW Source of water supply Borewell (U.G Tank- 830 KL) Total Consumption of Water 833.36 KLD Total MSW generated 5949.5 Kg/Day ~ 6 MT/ Day Total Transit Centers 01 No. Proposed Organic Waste Converter 01 No. Proposed rainwater harvesting pits 21 Nos. DG Set Capacity 4 of 1250 KVA, 2 of 600 KVA and 2 of 750 KVA STP capacity 720 KLD (in 3 modules of 240 KLD each) Total Project Cost 565.42 Crore
2.2 PROJECT CATEGORY The proposed project of Housing building development of Rishita Developers Pvt. Ltd. Group Housing 1, at Lucknow is having built up area of 330662.9 m2 which is > 5,000 m2 hence the project falls under schedule 8 (b); Cat. B1 and under the preview of EC from SEIAA and NOC from the UPPCB.
2.3 Project Cost
The total project cost is Rs 565.42 Crore.
Table 1: Capital Expenditure S. Description Cost (Rs. in Lacs) No. 1. Landscaping 20.0 2. Dust Mitigation, Air Curtains, Emission Control 8.0 Waste Water Treatment - STP (to be provided in 3 3. 180.0 modules of 240 KLD each) 4. Rain Water Harvesting 70.0 5. Waste Management 8.0 6. Power Backup 50.0 7. Solar & Energy Conservation Measures 10.0 Total 346.0
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 10 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Table 2: Recurring Expenditure
S. Description Cost (Rs. in Lacs) No. 1. Landscaping 5.0 2. STP - Operation & Maintenance 36.0 3. Rain Water Harvesting 5.0 4. Environmental Monitoring & Compliances 3.50 5. Waste Management 2.0 6. Power Backup 2.0
7. Solar & Energy Conservation Measures 2.0 Total 55.5
Construction work of proposed “Rishita Developers Pvt. Ltd. Group Housing 1”: Process Flow Chart: Figure 2 The project shall be executed in 24 months and the process flow chart is as follows:
Earth Work
Civil Construction
Electrical & Sanitary work
Furnishing (Aluminum, wood, marble)
Painting
STP/ Horticulture/ Landscaping/ Rain Water Harvesting
Operation of proposed Rishita Developers Pvt. Ltd. Group Housing-1
2.4 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
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 11 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
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. Firefighting system 2. Polycarbonate switches/ sockets 6. Firefighting system 3. Ms boxes / panels 7. MCB, DBS 4. UPS, Transformers 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
2.5 DRAINAGE PATTERN AT SITE
The Gomti River flows through the Lucknow city, which forms the main drainage system of the area. The project site lies on the city municipal sewer system of newly formed Sushant Golf city , Vrindavan Yojana of southern end of the city. The drainage system shall be designed accordingly to connect through underground drains after sewage treatment have been planned.
SEWERAGE SYSTEM
720 KLD (in 3 modules of 240 KLD each) will be developed for the treatment of waste water generated from domestic requirement at project site based on FBR technology. The proposed project will be developed with a dedicated and efficient sewage collection system having proper internal connectivity with the proposed STP to ensure the proper treatment of the sewerage to the city sewerage network of area with a sewer network of 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.
2.6 SOLID WASTE MANAGEMENT
A state of the art system for collection of solid waste from proposed Housing Area has already been put into place through Lucknow Municipal Corporation. 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 housing building. The estimation of waste generation from the proposed project shall be done as per the standards. The collection system through 01 no. garbage transit centre 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. 01 no. OWS has also been proposed for the management of solid waste.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 12 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
2.7 ELECTRIFICATION / POWER REQUIREMENT & ITS SOURCE
Power supply is provided by U.P. Power Corporation Limited. 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 power demand for the proposed Multistory Building is expected to be 11 KV, the source shall be UPPCL. D.G. Sets with 4 of 1250 KVA, 2 of 600 KVA and 2 of 750 KVA Capacity each for power backup will be provided.
2.8 AVAILABILITY OF WATER & ITS SOURCE
Initially source of water supply is from Bore well. Underground tank of 830 KL capacity has been proposed for water supply. Provision of water supply i.e. distribution networks, tube well, rising mains, overhead tank have been made accordingly. Mode of water supply will be continuous (7 days X 24 hours) and Bore well which will be available for 8 running hours on an average and considering that municipal supply is also available for storage of water.
2.9 SCHEME FOR WASTES MANAGEMENT/ DISPOSAL
For efficient waste collection management system, the Lucknow 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 institutional places. Management 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-3: Shredding of the compostable waste to desired particle size Step-4: Treatment of biodegradable waste through composting Step-5: 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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 13 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
CHAPTER 3: SITE ANALYSIS
3.1.1 LOCATION COORDINATES.
Lucknow District occupies 2528 sq.km. of Uttar Pradesh District. It is located between 26 ° 30' -3° 10‟ North latitude and 80° 31 ' - 81° 13' east of longitude. It is surrounded on the eastern side by District Barabanki, on the western side by District Unnao on the southern side by Raebareilly on the northern side by Sitapur and Hardoi Districts. City is located on the north shores of Gomti River which flows through the city. Some of the tributaries of this river are Kukrail, Loni, and Beta etc. Sai river flows through the city and in the east enters District Raebareilly. Lucknow is accessible from every part of India through Air, Rail and Road. It is directly connected with New Delhi, Patna, Calcutta, Mumbai, Varanasi, Bangalore, Thiruvananthapuram and other major cities by Amausi airport.
The GPS coordinates of Project are as follows:
A= 26°46'59.03"N 81°00'34.82"E A B B= 26°46'56.90"N 81°00'38.14"E C= 26°46'52.48"N 81°00'34.74"E D= 26°46'54.74"N D C 81°00'31.28"E
123 m elevation from mean sea level.
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 well accessed by Shaheed Path.
Roads:
Shaheed Path – 1.72 Km, NW Nagram Nilmatha Road – 3.08 Km, SW NH-56 – 1.63 Km, NE
1. b) Proximity to existing settlements:
The areas of project site existing in a developed zone and population pressure is likely to witness growth pattern influenced by the surrounding existing institutes & housing and commercial establishments.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 14 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Nearby Areas:
Nijampur Majhigaon – 1.20 Km, S Baraulli Khallilabad – 1.02 Km , NW Muzaffarnagar Ghusval - 1.30 Km, SW Devamau - 2.02 Km, SW
1. c) Ground water availability:
At site the water table encountered at 0.50 m ~6.30 m depth below the ground level. As per drilling results of Central as well as State Government Deptts., aquifers become fine to finer clay-silts also progressively increase towards the river. Published dynamic groundwater resource data (2004) of the district by Central Ground Water Board, Ministry of Water Resources, Govt. of India , Mohanlalganj block has been put in safe category with stage of groundwater development as 75.7%. In general the sub surface is constituted by indiscriminate mixture of fine to medium sands and clay- silts- kankar in varying proportions. Characteristically over whole of the district , granular zones down to average 150 m bgl depth are better developed , while going down these become finer. An intermediate zone of brackish (~2000 µ S/cm) to saline (~ 3000 µS/cm) quality water pervades in whole of the cis- Gomti track . the deteriorated quality zone is co-relatable and generally varies somewhere in the depth interval 80 and 240 m bgl.
1. d) Topography
The proposed site has plain topography with elevation of 120 mts. from mean sea level. The general slope of area is south east.
Awadh known as the granary of India was important strategically for the control of the fertile great Gangetic plain, Lucknow city is surrounded by its rural towns and villages like the orchard town of Malihabad, historic Kakori, Mohanlal ganj, Gosainganj, Chinhat, and Itaunja. On its eastern side lies Barabanki District, on the western side is Unnao District, on the southern side Raebareilly District, and on the northern side the Sitapur and Hardoi Districts. The Gomti River, the chief geographical feature, meanders through the city, dividing it into the Trans-Gomti and Cis-Gomti regions. Lucknow city is located in the seismic zone III. Lucknow has a warm humid subtropical climate with cool, dry winters from December to February and dry, hot summers from April to June. The rainy season is from mid-June to mid-September, when Lucknow gets an average rainfall of 1020 mm (40 in) mostly from the south-west monsoon winds. In winter the maximum temperature is around 25° Celsius and the minimum is in the 6° to 8° Celsius range. Fog is quite common from late December to late January. Summers are very hot with temperatures rising to the 40° to 45° Celsius range.
GEOMORPHOLOGY:
Lucknow District is basically divided into two geomorphic units (i) the older flood plains and (ii) Active flood plains. The older flood plains are represented by two levels of terraces via Erosional terrace occupying at higher level and Depositional terrace at lower depressions. Older flood plains exist between the elevations of 103 to110 m around mean sea level. Both the terraces are developed along either side of Gomti River. Erosional terrace is also developed along Sai nadi. Active flood plains are restricted to the present day bank line of the rivers.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 15 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
GEOLOGY Geological Structure: Lucknow District forms part of the Indo – Gangetic plains which came into existence in the Pleistocene period. The plain lies between the newly unheaved mountains (Himalayas) in the north, peninsular India in the south. Various hypotheses have been put forward by eminent geologist of the world to explain the geological evolution of the plains. The real view about the origin of these regions is development of a sag in the crust, formed between the northward drifting Indian continent and comparatively soft sediments accumulated in the Tethyan Sea which later on was crumpled up in orogeneis to form the mountain system. A genial view accepted about this origin of the plain is that, it has been formed by the buckling down of the northern border of the peninsular shield beneath the sediment thrust over it from the north thus forming a trough which was filled with sediments brought by rivers flowing from the Himalayas and the peninsula.
REGIONAL GEOLOGY:
Quaternary sediments have been divided upto older and newer alluvium. The older alluvium is comprised of grey to brown coloured silt clay and sand with or without Kankar of middle to late Pleistocene age. The newer alluvium overlies the older alluvium and has been sub divided into terrace alluvium and channel alluvium and belongs to Holocene age. The newer alluvium comprises of light khaki grey silt clay and is fine to medium and coarse grey sand which is micaceous in nature. The regional geology of the area is summarized in the table given below:- System Age Formation Lithology Quaternary Upper Pleistocene Newer Fine sand and clays
Lower Pleistocene to Older Sand of different grade
Upper Pleistocene Clay mixed with Occasionally occurring Kankar
------B A S E M E N T ------Basic Dykes, Pegmatite
Pre – Cambrian Archean Bundelkhand Complex Granites & Gneisses
1. e) Seismicity of Lucknow
The seismic hazard map of India was updated in 2000 by the Bureau of Indian Standards (BIS). The Lucknow city is located in the seismic zone III with majority of the portion having provision of earthquake resistance in construction
1. f) Soil type and soil bearing capacity
Soils in this District exhibit a wide variation in composition texture and appearance. The major position of the District is occupied by soils locally known as “Bhur” or “Silty sand” on the ridges. “Matiyar” or “Clay soils” occurs along topographic lows and “Dumat or Loamy soils” in level lands.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 16 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Clay is dominant in the areas where “Reh” (USAR) prevails. Along the river valleys, a very fertile soil called “Dumat” is prevalent which is youngest.
Alluvial plains (02% slopes)
1. Deep loamy soils are slightly eroded. 2. Deep loamy soils and slightly eroded associated with silty soils. 3. Deep, fine soils and slightly saline /sodic associated with loamy soils with slightly salanity / sodicity. 4. Deep, fine soils moderately saline and sodic associated with loamy soilos, slightly eroded. 5. Deep, fine soils and slightly eroded associated with loamy soils slightly saline and moderately sodic. 6. Deep, fine soils and slightly eroded associated with loamy soils. 7. Deep, silty soils with moderately salinity and sodicity associated with loamy soils with moderate salanity and sodicity and water logging. 8. Deep, loamy soils and slightly eroded associated with loamy soils with moderate salanity and sodicity and moderate water logging. 9. Deep, silty soils with moderate salanity/sodicity associated with loam soils slightly eroded. 10. Deep, loamy soils and slightly eroded associated with loamy soils slightly saline /sodic. Old alluvial plain with river left out channels/oxbows/point bars (1 – 3% slope) 11. Deep, fine soils moderately saline and sodic associated with loamy soils with moderate salinity /sodicity. Recent alluvial plains (1-3%slope) 12. Deep, silty soils, moderately saline and sodic associated with loam soils and slightly eroded. Active flood plains (1-3% slope) 13. Deep stratified loamy soils with moderately flooding. 14. Deep, sandy soils with moderate flooding associated with stratified loamy soils and slight flooding. 15. Deep, stratified loamy soils, with severe flooding associated with loamy soils with moderate flooding. Very gently sloping upland and hummocks (1-3% slope) 16. Deep fie soils slightly eroded associated with fine smectitic soils and slightly eroded.
HYDROGEOLOGY
Ground water occurs in the pore spaces of the unconsolidated alluvium sediments in the zone of saturation under phractic and semi confined conditions. In deeper aquifer it occurs under semi confined to confined conditions.
To know the depth to water, number of National Hydrograph stations and Peizometers are monitored four times in a year. And the data is used to prepare and upgrade the pre – monsoon map. It has been revealed by such a map prepared by using 2008 monitoring data obtained from the National Hydrograph Stations and the Peizometers that the shallowest water level less than 2 metres and between 2 – 5 metres occurs in the eastern part of the District in the Gosainganj Block along the Sharda Sahayak Canal. Depth to water between 5 – 10 metres occurs in the northern and the southern part of the District in parts of Bakshi - ka – talab Chinhat and Mohanlal ganj Blocks. The western part
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 17 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh. of the District depth to water ranges between 10 – 20 metres in Mal, Malihabad, part of Bakshi – Ka – Talab, Kakori, Sarojninagar and part of Chinhat Blocks.
The Para – 1 site is at about 8.650 Kms from Sarojni Nagar and about 3.10 Kms from the Rajajipuram Lake in the Kakori Block. The groundwater condition of the proposed site seems to be influenced by the Kakori Block groundwater conditions. It is known that Kakori block has recorded the water table at around 29.09 m bgl during pre – monsoon and at 25.69 m bgl during post monsoon periods in 2008. As the Kakori and Sarojni Nagar Blocks ground water table fall in the semi – critical group it is advised to tap deeper aquifer to cater to the needs of ground water.
Aquifer Geometry:
The Central Ground Water Board has carried out extensive exploration down to a depth of 750 m below ground level .A total number of 33 exploratory wells, 8 Peizometers & one slim hole has been constructed. On the basis of lithological logs, electrical logs and linear cross sections and fence diagram it has been established that five tier aquifer system exist in the District which is as follows ;-
Sl.no. Aquifer Group Depth range (mbgl) 1. First Aquifer Group 00.00 – 150.00 2. Second Aquifer Group 160.00 - 240.00 3. Third Aquifer Group 260.00 - 370.00 4. Fourth Aquifer Group 380.00 – 480.00 5. Fifth Aquifer Group 483.00 – 680.00
1. g) Riverine Systems
Gomti River: - The Gomti Rivers is tributary of Ganga river .The Gomti originates from Gomti tail which is formally known as Fulhaar Jheel, near Madho Tanda, Pilibhit, India. It extends 900 kilometers (560 mi) through Uttar Pradesh and meets the Ganga River near Saidpur, Kaithi in Varanasi District. The cities of Lucknow, Lakhimpur Kheri, Sultanpur and Jaunpur are located on the banks of the Gomti and are the most prominent of the 15 towns in the catchment area.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 18 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
CHAPTER 4: PROJECT PLANNING
4.1 PLANNING CONCEPT The proposed project will be developed to provide group housing facility.
4.2 Land Uses of proposed RISHITA DEVELOPERS PVT. LTD. GROUP HOUSING 1.
Table 3: Land Uses
S. No. Particulars Area (m2) %age
1 Ground coverage 17011.69 19.59 2 Parking Area 3675.42 4.25 4 Green Area 19469.29 22.42 5 Road & Open Area 46652.58 53.74 Total Plot area 86808.98 100
Table 4: Area Details
FAR CALCULATION Total Plot Area 86808.98 M2 Total Plot Area ( in Hectare) 8.68 Hectare Total Plot Area (in acre) 21.45 Acre Permissible/Required Proposed Unit Ground Coverage 40.00 19.60 % Ground Coverage 34723.59 17011.69 M2 FAR 2.50 2.38 Total FAR Area 217022.45 206629.90 M2 Density (units per hectare) 200.00 164.73 No‟s No. of units 1736.18 1430.00 No‟s Total Green Area 0.00 19469.29 M2 Green Area (10 % at virgin soil) 10.00 10.14 % Green Area (10 % at virgin soil) 8680.90 8806.20 M2 Water body (5% of total green area) 434.04 450.00 M2 No of Trees (50 per hectare) 434.04 450.00 No‟s No of Parking 2045.22 2061.00 No‟s Basement Parking Area 68741.81 M2 Ancillary Area 5 % of the FAR area 10851.12 9500.03 M2
FAR/BUILTUP/ANCILLARY AREA CALCULATION TOWER FAR Area Built up Area Ancillary Area Tower A1 12995.18 15958.90 146.29 Tower A2 12995.18 15958.90 146.29 Tower A3 12995.18 15958.90 146.29 Tower A4 12995.18 15958.90 146.29 Tower A5 12995.18 15958.90 146.29 Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 19 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
TOTAL 64975.89 79794.49 731.44
Tower B1 9500.18 11714.71 218.88 Tower B2 9500.18 11714.71 218.88 Tower B3 9500.18 11714.71 218.88 TOTAL 28500.54 35144.12 656.64
Tower C1 17137.84 20388.13 293.14 Tower C2 17137.84 20388.13 293.14 Tower C3 17137.84 20388.13 293.14 TOTAL 51413.52 61164.38 879.41
Tower D1 10456.12 12879.13 384.15 Tower D2 10456.12 12879.13 384.15 TOTAL 20912.24 25758.26 768.30
Tower E1 13580.97 16146.33 335.46 Tower E2 13580.97 16146.33 335.46 Tower E3 13580.97 16146.33 335.46 TOTAL 40827.71 48266.51 1003.38
Community Building 5460.86 5460.86 Basement 75074.30
GRAND TOTAL 212090.76 330662.91 4039.17
Towers FAR Non Ancill Built Cut FAR Groun No No of Mum Area FAR ary up outs at d of Perso ty & Area Area Area Area Groun Cover Flats ns @ Mach d age 5 P/ ine Floor Flat Room Tower 12995.1 2817.4 146.28 15958.8 491.93 915.57 1104.5 60 300 112.3 A1 79 31 8 98 5 1 48 93 Tower 12995.1 2817.4 146.28 15958.8 491.93 915.57 1104.5 60 300 112.3 A2 79 31 8 98 5 1 48 93 Tower 12995.1 2817.4 146.28 15958.8 491.93 915.57 1104.5 60 300 112.3 A3 79 31 8 98 5 1 48 93 Tower 12995.1 2817.4 146.28 15958.8 491.93 915.57 1104.5 60 300 112.3 A4 79 31 8 98 5 1 48 93 Tower 12995.1 2817.4 146.28 15958.8 491.93 915.57 1104.5 60 300 112.3 A5 79 31 8 98 5 1 48 93 Tower 9500.17 1995.6 218.88 11714.7 392.82 668.61 817.56 60 300 126.8 B1 9 49 0 07 0 3 9 78 Tower 9500.17 1995.6 218.88 11714.7 392.82 668.61 817.56 60 300 126.8 B2 9 49 0 07 0 3 9 78 Tower 9500.17 1995.6 218.88 11714.7 392.82 668.61 817.56 60 300 126.8
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 20 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
B3 9 49 0 07 0 3 9 78 Tower 17137.8 2957.1 293.13 20388.1 1768.4 1166.0 1473.3 120 600 112.6 C1 41 49 8 27 50 33 24 57 Tower 17137.8 2957.1 293.13 20388.1 1768.4 1166.0 1473.3 120 600 112.6 C2 41 49 8 27 50 33 24 57 Tower 17137.8 2957.1 293.13 20388.1 1768.4 1166.0 1473.3 120 600 112.6 C3 41 49 8 27 50 33 24 57 Tower 10456.1 2038.8 384.14 12879.1 1150.4 664.91 879.02 119 595 141.4 D1 20 61 9 30 50 2 9 55 Tower 10456.1 2038.8 384.14 12879.1 1150.4 664.91 879.02 119 595 141.4 D2 20 61 9 30 50 2 9 55 Tower 13580.9 2229.7 335.45 16146.3 1837.5 749.25 1011.4 118 590 116.1 E1 69 62 9 26 82 7 13 43 Tower 13665.7 2091.7 332.45 16089.9 1834.0 601.80 835.39 116 580 116.1 E2 75 62 9 97 07 4 1 43 Tower 13580.9 2229.8 335.45 16146.3 1837.5 749.25 1011.4 118 590 116.1 E3 69 98 9 26 82 7 13 43 Commu 5460.86 nity 0 Buildin g Total 212090. 39574. 4039.1 250243. 16753. 13511. 17011. 1430. 7150. 1911. 765 829 66 900 594 936 693 00 000 906
All Tower FAR and Ground Coverage Calculation To Floors we rs Ba Gro 1st 2nd 3rd 4th 5th 6th 7th 8th 9th 10t 11th 12t 13th 14t se und/ h h h me Stilt nt To Are 915. 83 867 86 86 86 867 86 86 867 86 867 85 853. 853 we a 571 8.0 .96 7.9 7.9 7.9 .96 7.9 7.9 .96 7.9 .96 3.9 979 .97 r 40 3 63 63 63 3 63 63 3 63 3 79 9 A1 No. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 of Flat s To Are 915. 83 867 86 86 86 867 86 86 867 86 867 85 853. 853 we a 571 8.0 .96 7.9 7.9 7.9 .96 7.9 7.9 .96 7.9 .96 3.9 979 .97 r 40 3 63 63 63 3 63 63 3 63 3 79 9 A2 No. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 of Flat s To Are 915. 83 867 86 86 86 867 86 86 867 86 867 85 853. 853 Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 21 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh. we a 571 8.0 .96 7.9 7.9 7.9 .96 7.9 7.9 .96 7.9 .96 3.9 979 .97 r 40 3 63 63 63 3 63 63 3 63 3 79 9 A3 No. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 of Flat s To Are 915. 83 867 86 86 86 867 86 86 867 86 867 85 853. 853 we a 571 8.0 .96 7.9 7.9 7.9 .96 7.9 7.9 .96 7.9 .96 3.9 979 .97 r 40 3 63 63 63 3 63 63 3 63 3 79 9 A4 No. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 of Flat s To Are 915. 83 867 86 86 86 867 86 86 867 86 867 85 853. 853 we a 571 8.0 .96 7.9 7.9 7.9 .96 7.9 7.9 .96 7.9 .96 3.9 979 .97 r 40 3 63 63 63 3 63 63 3 63 3 79 9 A5 No. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 of Flat s To Are 668. 59 633 63 63 63 633 63 63 633 63 633 63 633. 633 we a 613 0.7 .90 3.9 3.9 3.9 .90 3.9 3.9 .90 3.9 .90 3.9 909 .90 r 54 9 09 09 09 9 09 09 9 09 9 09 9 B1 No. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 of Flat s To Are 668. 59 633 63 63 63 633 63 63 633 63 633 63 633. 633 we a 613 0.7 .90 3.9 3.9 3.9 .90 3.9 3.9 .90 3.9 .90 3.9 909 .90 r 54 9 09 09 09 9 09 09 9 09 9 09 9 B2 No. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 of Flat s To Are 668. 59 633 63 63 63 633 63 63 633 63 633 63 633. 633 we a 613 0.7 .90 3.9 3.9 3.9 .90 3.9 3.9 .90 3.9 .90 3.9 909 .90 r 54 9 09 09 09 9 09 09 9 09 9 09 9 B3 No. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 of Flat s To Are 1166 11 114 11 11 11 114 11 11 114 11 114 11 1141 114 we a .033 29. 1.7 41. 41. 41. 1.7 41. 41. 1.7 41. 1.7 41. .742 1.7 r 15 42 74 74 74 42 74 74 42 74 42 74 42 C1 7 2 2 2 2 2 2 2 No. 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 of Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 22 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Flat s To Are 1166 11 114 11 11 11 114 11 11 114 11 114 11 1141 114 we a .033 29. 1.7 41. 41. 41. 1.7 41. 41. 1.7 41. 1.7 41. .742 1.7 r 15 42 74 74 74 42 74 74 42 74 42 74 42 C2 7 2 2 2 2 2 2 2 No. 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 of Flat s To Are 1166 11 114 11 11 11 114 11 11 114 11 114 11 1141 114 we a .033 29. 1.7 41. 41. 41. 1.7 41. 41. 1.7 41. 1.7 41. .742 1.7 r 15 42 74 74 74 42 74 74 42 74 42 74 42 C3 7 2 2 2 2 2 2 2 No. 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 of Flat s To Are 664. 69 699 69 69 69 699 69 69 699 69 699 69 699. 699 we a 912 9.3 .37 9.3 9.3 9.3 .37 9.3 9.3 .37 9.3 .37 9.3 372 .37 r 72 2 72 72 72 2 72 72 2 72 2 72 2 D1 No. 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 of Flat s To Are 664. 69 699 69 69 69 699 69 69 699 699.37269 699.372 699.372 699.372 we a 912 9.3 .37 9.3 9.3 9.3 .37 9.3 9.3 .37 9.3 r 72 2 72 72 72 2 72 72 2 72 D2 No. 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 of Flat s To Are 749. 91 916 91 91 91 916 91 91 916 91 916 91 916. 916 we a 257 6.5 .55 6.5 6.5 6.5 .55 6.5 6.5 .55 6.5 .55 6.5 551 .55 r 51 1 51 51 51 1 51 51 1 51 1 51 1 E1 No. 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 of Flat s To Are 601. 93 933 93 93 93 933 93 93 933 93 933 93 933. 933 we a 804 3.1 .14 3.1 3.1 3.1 .14 3.1 3.1 .14 3.1 .14 3.1 141 .14 r 41 1 41 41 41 1 41 41 1 41 1 41 1 E2 No. 4 8 8 8 8 8 8 8 8 8 8 8 8 8 8 of Flat s To Are 749. 91 916 91 91 91 916 91 91 916 91 916 91 916. 916 Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 23 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh. we a 257 6.5 .55 6.5 6.5 6.5 .55 6.5 6.5 .55 6.5 .55 6.5 551 .55 r 51 1 51 51 51 1 51 51 1 51 1 51 1 E3 No. 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 of Flat s Co Are 12 179. 14 111 m a 05. 860 36. 0 mu 00 00 nit 0 y Bu ildi ng
4.3 Population details
Table 5: Plotted Population Break Up at Project Site:
S. NO. STAFF DESIGNATION Population 1. Residents (5 person each DU) 1430 DU's 7150 2. Servant Quarter (300 DU's) 1500 4. Visitors 2180 Total Expected Population 10830
Therefore, the total expected population of proposed housing area would be 10830 personnel.
4.4 SITE SETTINGS Roads:
Shaheed Path – 1.83 Km, W Nagram Nilmatha Road – 2.02 Km, NE NH-56 – 1.63 Km, NE Nearby Areas:
Baraulikhalilabad - 0.86 Km, SE Sevai – 2.32 Km, E Ghusval Kala - 2.39 Km, NE Devamau - 3.04 Km, NE Railway Station:
Utrahtia Railway Station – 4.13 Km, SW Gomti Nagar Railway Station- 8.73 Km, N Malhaur Railway Station – 8.87 Km, NE
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 24 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Bakkas Railway Station – 1.94 Km, SE Rivers:
Gomti River -3.86 Km, N Indira Dam - 4.51 Km, E Eldeco Udhyan II Lake – 6.85 Km, SW Hospitals:
SGPGIMS Hospital – 7.78 Km, SW Metro Hospital – 8 Km , NW RMLIMS – 9.70 Km, NW Schools:
SGPGIMS – 7.78 Km, SW Amity University Lucknow – 8.59 Km, NE Ansal Institute of Technology & Management – 1.15 Km, NW St. Teresa College- 9.04 Km, NW Sardar Patel Post Graduate Institute of dentist science- 3.78 Km, W Temple:
Masjid – 8.10 Km, SW Airport: Chaudhary Charan Singh International Airport – 12.73 Km, W
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 25 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
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 12/GH-7, Sector-12, Vrindavan Yojna No.3, District- Lucknow, Uttar Pradesh. The proposed site is well connected to various places, Railway, Bus Terminus & other parts of the Lucknow city by road.
The major road linkages are – Shaheed Path – 1.72 Km, NW Nagram Nilmatha Road – 3.08 Km, SW
5.1.2 Rail Linkages
Nearest Railway Station are Bakkas Railway Station, 1.94 Km, SE from the proposed project site.
5.1.3 Water Courses
The main river of District Lucknow is Gomti river which fed most of the areas of the Lucknow District and fulfill the water demand of the city, it is 3.86 Km, located in N direction from the proposed project site.
5. PARKING DETAIL:
In the proposed project, parking for the residents, visitors, service staffs shall be managed by providing parking.
Open Area Parking Calculation Type Quantity Shape Formula Detail Calculation Each Area in M2 A 2 Rectangle L x B 17.50 11.50 402.50 B 1 Rectangle L x B 11.50 36.559 420.43 C 1 Rectangle L x B 15.142 18.50 280.13 D 1 Rectangle L x B 4.159 13.00 54.07 E 2 Triangle ½ x B x H 5.385 14.071 75.77 F 1 Rectangle L x B 4.724 7.50 35.43 G 1 Rectangle L x B 12.50 13.589 169.83 H 1 Rectangle L x B 10.654 5.50 58.60 I 1 Rectangle L x B 11.50 37.50 431.25 J 1 Rectangle L x B 11.50 32.50 373.75 K 1 Rectangle L x B 15.00 11.50 172.50 L 1 Rectangle L x B 8.594 15.00 38.67 M 1 Rectangle L x B 10.00 8.594 70.0 N 2 Rectangle L x B 12.50 10.00 287.50 P 1 Rectangle L x B 11.50 12.50 57.50 Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 26 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Q 6 Rectangle L x B 11.50 11.50 517.50 R 1 Rectangle L x B 11.50 11.50 230.0 Total Open Parking Area 3675.42
Basement Parking Area Calculation Deductions Type Quantit Shape Formula Detail Calculation Each Area in y M2 1 5 Rectangle L x B 2.900 3.890 56.41 2 5 Rectangle L x B 4.700 4.405 103.52 3 5 Rectangle L x B 6.200 10.390 322.09 4 4 Rectangle L x B 36.150 8.300 1200.18 5 3 Rectangle L x B 8.400 9.600 241.92 6 3 Rectangle L x B 4.000 4.770 57.24 7 2 Rectangle L x B 13.950 13.950 389.21 8 3 Rectangle L x B 15.160 15.160 689.48 9 2 Triangle ½ x B x H 25.206 14.487 365.16 10 2 Triangle ½ x B x H 28.067 7.580 212.75 11 3 Rectangle L x B 17.064 14.054 719.45 13 1 AS/PLAN 1223.43 14 3 Rectangle L x B 11.000 5.000 165.00 15 1 Rectangle L x B 34.230 9.009 308.38 16 1 Triangle ½ x B x H 5.511 6.930 19.10 17 1 Rectangle L x B 11.830 6.930 81.98 18 1 Triangle ½ x B x H 11.039 12.257 67.65 19 1 Rectangle L x B 6.975 12.219 85.23 20 1 Triangle ½ x B x H 6.975 6.975 24.33 Total Deductions 6332.48 Total Basement Parking Area= Total Basement Built up Area - Total 68741.81 Deductions
Parking Calculation (Required) Tower Unit Type Unit Area No of units Cars Total Required/ Parking unit A1, A2, A3, 2B4T ST 179.55 120 1.50 180 A4,A5 3B4T ST-A 201.47 20 1.50 30 4B4T ST 219.87 100 1.50 150 3B4T ST-B 176.71 30 1.50 45 4B4T ST-A 215.72 30 1.50 45 B1, B2, B3 2B2T ST 119.24 12 1.25 15 3B3T ST 143.21 168 1.25 210 C1,C2,C3 3B4T ST-A 130.42 348 1.25 435 3B4T 122.72 12 1.25 15 D1,D2 2B2T 76.55 238 1.0 238 E1,E2,E3 2B2T-A 82.02 172 1.0 172 Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 27 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
3B3T-A 117.99 180 1.25 225 Total Unit parking required 1430 1760 Visitors Parking (Proposed @10% of Total Nos. of Parking Required) 176 Community building‟s area (Parking Requirement @2 Cars per 100 sq mtr) 5461 Community building Parking Required 109 Total Project Parking Required 2045
Parking Calculation Open Parking Area 3675.42 Open Area Parking Proposed 121 Basement Parking Area 68741.81 Permissible Basement Parking @1 Car per 32 m2 21.48 Proposed Basement Parking 1940 Total Project Parking Required 2061.00
Hence Proved.
5.3 LANDSCAPE AREA DETAIL: Landscape Area Proposed = 19469.29 m2
Required Green Area:- 86808.98 x 10 % 8680.898 M2 Green Area Calculation Type Quantity Shape Formula Detail Calculation Each Area in M2 A 1 Rectangle L x B 183.687 8.0 1469.50 B 2 Rectangle L x B 139.375 8.0 2230.0 C 1 Rectangle L x B 192.057 8.0 1536.46 D 1 Rectangle L x B 239.471 8.0 1915.77 E 1 Rectangle L x B 12.450 8.0 99.60 F 1 As/plan 1554.88 Green Area on Virgin Soil= A+B+C+D+E+F 8806.20 Provided Landscape Green Area Calculation G 1 Rectangle L x B 111.885 95.304 10663.09
5.4 APPROACH ROAD & BUILDING HEIGHT The approach road is NH-56 – 1.63 Km, NE and the maximum height of the building is (B+G+14).
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 28 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
CHAPTER 6: ENVIRONMENTAL MANAGEMENT PLAN
CONSTRUCTION PHASE
6.1 AIR ENVIRONMENT
Air quality around the project will be marginally impacted during construction stage. Various construction activities especially related to lose material likely to cause generation of dust that adversely impacts the air quality of the surrounding area of the project site. To minimize such impact following measures shall be taken: All the loose material either stacked or transported shall be provided with suitable covering such as tarpaulin, etc. Water sprinkling shall be done at the location where dust generation is anticipated. To minimize the occupational health hazard, proper mask shall be provided to the workers who are engaged in dust generation activity.
The construction activity obviously results in fugitive dusts. These dusts are controlled by carrying out the overall construction by covering the boundary of the proposed project site by Zinc Sheets as well by polythene cover to a particular height and also by intermittent spraying of water The proposed project involves construction activities of Rishita Group Housing, Lucknow in an enclosed area with air curtains; therefore the dissipation of fugitive dusts is anticipated limited.
6.2 WATER ENVIRONMENT
During the construction of the proposed project the services required like water supply and sewage facilities will be arranged on a temporary basis and the same will be maintained without any adverse impact on the environment. The water required for curing and other construction purpose will be arranged on temporary basis through tankers / municipal supply.
During the construction period, runoff from the construction site shall not be allowed to stand (water logging) or enter into the roadside or nearby drain. Adequate measures shall be taken to collect such run off and either shall be reuse or disposed off at the designated construction waste disposal location. The worker camps shall be proposed with septic tank and mobile toilets to control sewage discharges into open area/ natural water body near to projects site.
6.3 NOISE ENVIORNMENT
During the construction stage, expected noise levels shall be in the range of 80-100 dB (A), which will decrease with increase in distance. Hence all the construction activities shall be carried out during the daytime.
As stated earlier due to the construction activity there will be some noise generated due to movement of vehicles carrying construction materials and as this is only a temporary phenomenon it can be managed by properly regulating the vehicular traffic movement so that the ambient air quality with respect to the noise is not adversely affected.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 29 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
To prevent any occupational hazard, earmuff / earplug shall be given to the workers working around or operating plant machinery emitting high noise levels. Use of such plant or machinery shall strictly prohibit during night hour. Careful planning of machinery operation and scheduling of operations shall be done to minimize such impact.
6.4 SOLID WASTE MANAGEMENT
During the construction, whatever quantity of construction waste generated shall be stacked and disposed off such that it shall be disposed off at the designated disposal site identified by the municipal corporation and care shall be taken that temporary stacking and transportation shall not cause any disturbance to the surrounding environment.
Trucks to the site will transport these materials. At site, it will be handled manually and by tractor trolley. As most of the materials are dry solids, there will be air pollution during their handling at different stages for which all mitigation methods shall be adopted.
OPERATION PHASE
Pollution Control Systems Timeline Air Curtains, Dust Mitigation During Construction Works Measures, DG Sets Emission & Noise Control During Operation Phase During Operation phase. However, STP would be STP commissioned during construction phase itself.
6.5 WATER MANAGEMENT (SOURCE & SUPPLY OF WATER).
Total water demand of the residence including green areas excluding firefighting water demand and losses are calculated to be 833.36 KLD. About 19.46 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 8.33 KLD based on CPHEEO guidelines, i.e. fire demand for < 50,000 population = 1% of total water demand. The water shall be withdrawn from bore well will be installed within premises.
6.5.1 Water supply for green area
The water demand estimated for maintenance of green covers of residence in the non- monsoon period works out to be 19.46 KLD. It has been calculated by assuming 1 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. One time Fire Fighting Demand = 8.33 KLD (As per CPHEEO Manual, GOI)
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 30 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Table 7: WATER USE CALCULATION S. Water Use Population Per Capita Water Waste Water no. in (LPCD) Requirement Generation (KLD) (KLD) 1. Residents 7150 86 614.9 491.92 2. Servant 1500 86 129 103.2 3 Visitors 2180 15 32.7 26.16 TOTAL DOMESTIC WATER REQUIREMENT 776.6 621.28 4. Gardening/Landsca 19469.29 1 l/m2 19.46 Nil pe Area 5. D.G. Set (04 x1250 + 02 x 750 + 02 0.91/KVA/4 27.3 Nil x 600) KVA hr 6. Swimming Pool - - 10 Nil (make up) TOTAL WATER REQUIREMENT 833.36 621.28
For Fire Fighting (as per NBC) 150 KL For Water Curtain (as per NBC) 150 KL Total UGT Capacity 830 KL
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 31 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
6.5.2 Water Balance during Non Monsoon Season Figure 2.1
Total Water Requirement 833.36 KLD
Fresh Water Requirement Reusable Water Requirement 553.62 KLD 279.74 KLD
Swimming Domestic Water Flushing D.G. Set Gardening Pool (makeup Requirement 232.98 KLD 27.3 KLD 19.46 KLD water) 10 KLD 543.62 KLD
Waste Water Waste Water 310.64 KLD 232.98 KLD Waste Water Evaporation loss NIL
Waste Water Total Waste Water NIL 621.28 KLD
STP 720 KLD (to be provided in 3 modules of 240 KLD each)
Treated Water 559.15 KLD
Treated water 247 32.41 KLD KLD will be reused for treated water vehicle exterior reused for street washing and drain cleaning works
Vehicle exterior washing : 2061 ECS Vehicle Exterior Washing Requirements @ 60 Ltr/ Wash/ Car = 247 KLD requirement Treated Water Characteristics for Vehicle Exterior Wash Turbidity = < 2 pH = 6.5-8.0 BOD = upto10 ppm
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 32 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
COD = As arising after other parameters are satisfied Suspended Solids = < 10 ppm Faecal Coliform = Nil Helminthic Eggs / Liter = As arising
6.5.3 Water Balance during Monsoon Season Figure 2.2
Total Water Requirement 833.36 KLD
Fresh Water Requirement Reusable Water Requirement 553.62 KLD 260.28 KLD
Swimming Domestic Water Flushing D.G. Set Pool (makeup Requirement 232.98 KLD 27.3 KLD water) 10 KLD 543.62 KLD
Waste Water Waste Water Waste Water 310.64 KLD 232.98 KLD NIL Evaporation loss
Waste Water Total Waste Water Treated water 298.87 621.28 KLD KLD to sectoral main NIL drain of Sushant Golf City
STP 720 KLD (to be provided in 3 modules of 240 KLD each)
Treated Water 559.15 KLD
6.5.3 Sewerage
At the project site of proposed residential building, 310.64 KLD grey water and 232.98 KLD black water shall be generated from domestic requirement of the buildings, which will be treated in 820 KLD STP Plant located at project site. About 279.41 KLD of treated water shall be reused for back washing, 27.3 KLD for D.G. Set and 19.46 KLD used for Gardening purpose.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 33 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
SCHEME OF SEWAGE TREATMENT PLANT: During operation phase at the proposed site, generated waste water will be treated in proposed 720.0 KLD STP based on FAB technology.
TREATMENT PROCESS: The sewage treatment plant (Fluidizes Aerobic Bed Reactor- FAB) 720 KLD shall propose to be installed to treat the raw sewage.
The process for Sewage Treatment Plant is as follows (Figure 3)
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) 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
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 34 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
SCHEMATIC DIAGRAM OF SEWAGE TREATMENT PLANT (Figure 4)
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 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
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 35 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
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. 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.
6.5.4 Water Conservation & Augmentation
1. For horticulture, a garden hydrant ring with pumping facilities has been proposed. 2. The sewer shall be treated within housing for bringing down the characteristics of sewer within the norms specified by Ministry of Environment & Forest, Govt. of India for safe disposal. 3. The 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 necessary 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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 36 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
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.
6.6 RAINWATER HARVESTING (Figure 8)
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
TABLE 8: QUANTUM OF RAINWATER AVAILABLE FOR HARVEST
The capacity of tank and recharge pit is designed to retain runoff for at least 15 minutes of rainfall of the peak intensity. Peak Rainfall in one hour = about 90 mm/hr Peak rainfall in 15 minutes, R = 90/4 mm R = 22.5 mm = say 25 mm Peak rainfall in 15 minutes, R = 0.025m Total Terrace area, A = 18022 m2 Run off coefficient, C = 0.90 Hence total combined capacity of de silting tank and recharge pit required = A x R x C = 406 Providing De silting tank of size = 2 x 1.75 x 1.5 m. effective depth Capacity of de silting tank of given size (m3), a= 5.25
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 37 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Providing recharge pit of size= 2 Nos. 1.75 m Dia. & 3m effective depth Capacity of recharge pit of given size (m3), b = 14.44 Hence total combined capacity of one set of de silting tank and recharge pit, (m3) = a + b = 19.69 Therefore no. of de silting tank and recharge pit required = (A x R x C) / (a + b) = 20.62 nos. Say, = 21 nos. Hence, 21 nos. sets of recharge pit and de silting tank are required of following size De silting tank = 2 x 1.75 x 1.5 m. effective depth Recharge pit of size= 2 Nos. 1.75 m Dia. & 3m effective depth
SOLID WASTE MANAGEMENT
6.7.1 MUNICIPAL SOLID WASTE
It is estimated that for persons of the proposed development of Group Housing Scheme, which include residents and servants, municipal solid waste of 8650 persons @ 0.65Kg/day/ person shall be generated 5622.5 Kg/ day.
Table 9: Municipal Solid Waste
Type of Waste Colour of Category Disposal Total Waste Bins Method (Kg/ day) Municipal Solid 2925 Organics Green Bio Degradable Waste Site Papers Metals Glass Blue Recyclable Approved 1053 Textiles Recycler Plastic Non-Bio Municipal Solid 1872 Ash & Dust Grey degradable waste Site Total 5850
Table 10: Waste Generated from Floating Population @ 0.15 Kg/Day Popula Category Total Bio- Recyclable Non-Biodegradable tion Waste degradable Nos. Floating Kg/ day Kg/day Kg/ Day Kg/ Day 2180 Visitors 327 163.5 58.86 104.64 Therefore, Total expected MSW = 5949.5 Kg/day
The solid waste shall be segregated and collected as per the above scheme. These bins will be emptied into 1 no. of transit center.. The management shall engage a vendor & they will dispose the waste at the proposed site identified by the concerned management. Proposal for Organic Waste Converter within GH premises: Composting Process: 1. Crushing
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 38 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
if non-veg 2.Maceration of waste 3. Mixing 4. Ripening 5. Emptying 6.Fogging and curing 7. Composting
Specifications of Proposed Organic Waste Converter: Capacity per 8 hours : 200 Kg Power Consumption: 4.77 Units Plant Size : 3.0 m x 3.0 m The characteristics of Organic Manure: Total Organic Carbon: 41.93% Total Kjeldahl Nitrogen: 3.13% C:N ratio = 13.38 : 1 N:P:K = 3.13 : 3.41 : 1.70 pH : 7.8
6.8 AIR POLLUTION CONTROL
D.G. SET EMISSION: Pollutant Emission Factor* for DG Sets Resultant (Kg/ KW/SET/Day) (Kg/ KWh) Particulate Matter 0.00133 3.192
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 39 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Sulphur Dioxide 0.00124 2.976 Nitrogen Oxides 0.0188 45.12 Hydrocarbons 0.0015 3.6 Carbon Monoxide 0.00406 9.744
S.No. Cumulative Fuel Density of Sulphur Diameter Capacity of DG consumption Oil Content of Stack Sets 01 7500 KVA 121.4 Lt/ hr 800-850 0.025% 20” kg/cm3
Total No. of D.G Sets: 04 Nos. Capacity of D. G. Set: 1250 KVA Fuel consumption rate= 121.4 Lt/ hr. Mass of Sulphur burnt = 0.515 Kg/hr. [max. sulphur content: 0.5% by weight] No. of mole of sulphur burnt = 16.09 mol/hr [Molar mass of sulphur: 32 g/mol]
No. of mole of SO2 formed = 16.09 mol/hr.
SO2 emission rate (Q) = 1030 g/hr or 1.030 Kg/ hr.
[Molar mass of SO2: 64 g/mol] Exhaust height: In order to dispose emissions above building height, minimum exhaust stack height would be as follows:- Stack Height = 14 * (Q) 0.3 = 14 * (4*1.030) 0.3 = 14*1.529 = 21.40 m As per the information, 4 D.G. Sets of 1250 KVA shall be installed. For, which cumulative stack height of 21.40 m above the tallest building shall be provided. The building height is B+G+14 therefore, the final stack height would be 21.40 m above building height. For 2x 750 KVA + 2 X 500 KVA DG set ; 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 × √ (2x 750 KVA + 2 X 600 KVA = h + 0.2 × √2700 KVA = h + 0.2 × 52 m = h + 10.39 m D.G. sets will be supplied with acoustic enclosure as per CPCB norms.
6.8 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
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 40 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh. 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. Total Landscaping area provided = 19469.29 m2 Green Belt Development Area = 19456.0 m2 Total number of trees proposed = 1216 nos. at spacing of 4 m x 4 m Total no of trees required = 86808.98/80 = 1085 nos.
Required Green Area:- 86808.98 x 10 % 8680.898 M2 Green Area Calculation Type Quantity Shape Formula Detail Calculation Each Area in M2 A 1 Rectangle L x B 183.687 8.0 1469.50 B 2 Rectangle L x B 139.375 8.0 2230.0 C 1 Rectangle L x B 192.057 8.0 1536.46 D 1 Rectangle L x B 239.471 8.0 1915.77 E 1 Rectangle L x B 12.450 8.0 99.60 F 1 As/plan 1554.88 Green Area on Virgin Soil= A+B+C+D+E+F 8806.20 Provided Landscape Green Area Calculation G 1 Rectangle L x B 111.885 95.304 10663.09
Table 11: Details/ Distribution of Tree Plantation
Botanical Name Common Name Physiognomy Bauhinia Blackena Bauhinia Decidous (12 nos.) Phoenix Dactylifera Date Palm Evergreen (220 nos.) Ficus Benjamina Benjamina Evergreen (218 nos.) Total Trees- 450 nos.
SHRUBS/ HERBS TO BE PLANTED
Initially grassing would be done with doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn. The project proponent has proposed for landscaping in an area of 19469.29 m2 with ornamental plants and trees to maintain aesthetic environment in area of the proposed project. The proposed project will have various trees/ornamental plants to be planted all over the landscape area. Plantation of avenue trees by the road side in 0.60 m dia. holes, 1 m deep dug in the ground shall be done and mixing the soil with decayed farm yard manure. Since the proposed area contains trees no new plantation is required only maintenance of landscape is needed. Hence the water requirement for landscaping will be reduced.
6.9 CORPORATE ENVIRONMENT RESPONSIBILITY CER Budget Proposed: Rs 5.64 Crore~ 1 %) Table 11: CER Budget Details: Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 41 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
S.No Activity Proposed Budget Beneficiary Allocation 1 Construction of Latrines with Village : Baraulli soak pit and Handpump Khallilabad Facility; Development of Rs. 1.0 Crore Community : Toilets for Rural women-50 Verification authority/ nos. Agency- Gram Panchayat 2 infrastructure creation for Women population of drinking water supply, Village: Barauli Khallilabad Rs. 2.5 Crore Verification authority/ Agency- Gram Panchayat 3 Development of electrification School students including solar power n the Village : Barauli village Rs. 1.0 Crore Khallilabad Verification authority/ Agency- Gram Panchayat 4 Development of solid waste Village: Barauli Khallilabad management facilities in Rs. 1.14 Crore Population Village Agency-Gram Panchayat
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 42 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
CHAPTER 8: RISK MANAGEMENT & EMERGENCY PREPAREDNESS PLAN 8.1: RISK ASSESSMENT S.NO. ENVIRONMENTAL RISK PROBABILITY* IMPACT# RISK FACTOR RATING 1 WORKERS AT RISK OF B 7 B7 BURIAL, ENGULFMENT OR FALLING FROM A HEIGHT, WHERE THE RISK IS PARTICULARLY AGGRAVATED BY THE NATURE OF THE WORK OR PROCESSES USED OR BY THE ENVIRONMENT AT THE PLACE OF WORK OR SITE. 2 EXPOSURE TO CHEMICAL OR A 10 A10 BIOLOGICAL AGENTS 3 DEFECTS IN WORKMANSHIP, B 7 B7 UNSKILLFULNESS, NEGLIGENCE AND MALICIOUS ACTS (FRAUD) 4 FIRE. THERE ARE MANY A 10 A10 DIFFERENT REASONS FOR A FIRE STARTING. TYPICAL CIRCUMSTANCES THAT IMPLY THE EXISTENCE OF A HIGH FIRE LOAD: MESSY STORAGE OF WOOD, USE OF FLAMMABLE LIQUIDS FOR ENGINE COMBUSTION, USE OF PLASTICS AND COMBUSTIBLE MATERIALS, WELDING WORKS, HEATERS IN WAREHOUSES, CIGARETTE BUTTS NOT PROPERLY EXTINGUISHED THE MOST IMPORTANT FLAMMABLE AND COMBUSTIBLE MATERIALS IN BUILDING CONSTRUCTION ARE THE FOLLOWING: AUXILIARY EQUIPMENT (SCAFFOLDING, FORMWORK, ETC.) CONSTRUCTION MACHINERY (BACKHOES, ETC..
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 43 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
S.NO. ENVIRONMENTAL RISK PROBABILITY* IMPACT# RISK FACTOR RATING CONSTRUCTION MATERIALS (TIMBER, PLASTIC, STEEL, ETC.). PACKAGING (PAPER, CARDBOARD, ETC.) TEMPORARY WAREHOUSES. LUBRICANTS (GREASES, COMBUSTIBLES, DETERGENT, ETC.) VEGETATION APPLIANCES AND FURNITURE ALREADY INSTALLED
5 FLOODS AND WATER- C 7 C7 INDUCED DAMAGE: ATMOSPHERIC VARIATIONS IMPLY THAT HYDROLOGICAL PHENOMENA ARE LIKELY TO HAPPEN. ALONG WITH THE FACT THAT THE MERE EXISTENCE OF WATER AT THE WORKSITE IS ALREADY A PERMANENT RISK FOR THE CONSTRUCTION 6 EARTHQUAKES: THE RISK OF B 12 B12 SEISMICITY IN THE AREA IS A FACT THAT MUST BE TAKEN INTO CONSIDERATION IN THE PROJECT DRAFT BY APPLYING THE SEISMIC REGULATIONS IN FORCE 7 SANITATION: FAILURE OF C 7 C7 SEWAGE TREATMENT PLANT/ MONSOON FLOODING 8 CROWDING A 10 A10 9 INDOOR POLLUTION AND B 7 B7 NOISE 10 THERMAL INEFFICIENCY OF D 4 D4 INDOOR ENVIRONMENT 11 PROXIMITY TO TRAFFIC A 4 A4 NOISE 12 BOMB THREAT C 12 C12
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 44 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
S.NO. ENVIRONMENTAL RISK PROBABILITY* IMPACT# RISK FACTOR RATING Probability Rating Detail Description *
Highly Likely (A) nearly 100% probability in next year
between 10 and 100% probability in next year, or at least one event in next 10 Likely (B) years between 1 and 10% probability in next year, or at least one event in next 100 Possible (C) years Unlikely (D) less than 1% probability in next 100 years
Impact Detail Rating Description #
Facility cannot provide necessary services without extensive assistance from Catastrophic (11-12) State or Central Govt. Facility can provide a normal level of service with assistance from outside the Critical (8-10) local community or region; or, facility can provide a minimal level of service with normal resources Facility can provide a normal level of service with assistance from within Serious (5-7) region or within local community; or, facility can provide a reduced level of service with normal resources Marginal (3-4) Normal level of functioning or increased level of service required from within
8.2 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 building. The phone number of nearest fire service stations has been displayed at various points and also near the fire 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.
Fire Detection and Alarm system is proposed as per N.B.C. 2016 & Amendment NBC 2016, applicable Standards and Local Fire Regulations so that in case of fire in any area it can be immediately detected and required measures can be taken to fight it. Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 45 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
Fire Detection and Alarm system is proposed so that in case of fire in any area it can be immediately detected and required measures can be taken to fight it. a) In the Basement Multi-criterion Detectors shall be provided. b) On the floors Detectors shall be provided in all the Common Areas.
Intelligent Addressable Fire Detection and Alarm system is proposed in which all detectors are addressable which means that in case of fire .the fire panel shall be able to pinpoint exact location of fire with the help of displaying exact address of each detector, whereas in case of Conventional system we come to know only about the zone. In this system response indicators are not required. This is an expensive system as compared to conventional system. Integrated Digital Evacuation system comprising speakers, amplifier, shall be provided. The speakers shall be installed in all the common areas. This system is required in order to make emergency announcements in case of fire or any other emergency.
There is no objection for the development of institutional 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. (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. Compartmentalization: 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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 46 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
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 compartmentalization 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. 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 firefighting 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
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 47 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh. 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.
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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 48 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
20. Yard Hydrants: Yard hydrants shall be provided in the building as per BIS specifications.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 49 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
CHAPTER 9: PROPOSED TERMS OF REFERENCE FOR CONDUCTING EIA STUDY
The Environmnet Impact Assessment study has to be conducted for the development of Rishita Developers Pvt. Ltd., Group Housing 1 at Sector C, Sushant Golf City, Lucknow. The built up area proposed for the development is 330662.9 m2.
Based on screening & scoping conducted at site- TOR for EIA study, but not limited to the following may include: 1. Executive Summary including: i) the project components and development activities which have the potential to affect the environment; ii) existing conditions in the study areas, including existing uses of lands, surface drainages, and resources and other activities, which have potential in combination with proposed development activities, to affect the environment; iii) the environmental effects which are anticipated; iv) proposed environmental protection plan(s), mitigation measures and monitoring; v) residual effects; and vi) the effects of the environment on the project. 2. Profile of the project proponent, name and contact address, implementing organization, organizational chart, project consultants etc. Land description- plot/ survey numbers, village, tehsil, district, state and area of the land. Goal and objectives of the proposed project, significance of the project both at local and regional level, relevance of the project in light of the existing development plans of the region of Barauli Khalilabad). Background information and overall scenario of the proposed activity in the Indian Context & state Context, procedures adopted for selection, Criteria for selection of the site for the proposed activity, such as environmental, socio-economic etc, minimization of impacts, ecological sensitivity, Layout plan of proposed development of Group Housing with built up areas with covered construction such as DG Set rooms, Community buildings, Utilities such as Main and Stand By Power, Water supply installations etc; to be given..
3. A toposheet 63 B/13- map of the study area 500 meters from the boundary of the project area, delineating the major topographical features such as land use, drainage, locations of habitats, major constructions including roads, railways, pipelines, industries. map covering aerial distance of 10 kms from the boundary of the proposed project area delineating environmental sensitive areas as specified.
4. Land use map of the study area in 1: 250000 scale based on high resolution satellite imagery delineating the forest, agricultural land, water bodies, settlements, and other cultural features. Description of the project site, geology, topography, climate, transport and connectivity, demographic aspects, socio, cultural and economic aspects, villages, settlements etc. Detailed layout plan of Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 50 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
proposed project development, communication facilities, access/approach roads, landscape, sewage disposal facilities, and waste disposal etc; would be given.
5. Environmental Baseline data to be generated in relation to township/ Housing development would be: (a) land (b) ground water, surface water (c) air (d) biological environment (e) noise (f) socio economic environment. Map of the study area clearly delineating the location of various monitoring stations (air/ water/ soil and noise) superimposed with location of habitats are to be shown. Monitoring would be done as per CPCB guidelines. Primary data would be collected for one season except rainy season. Monitoring of the parameters would be carried out within the study area. Study of land use pattern, habitation, cropping pattern, forest cover, environmentally sensitive places etc, employing remote sensing techniques and ground truth and also through secondary data sources.
6. Climatological data will be obtained from nearest India Meteorological Department (IMD) station Lucknow for one full season. Micro meteorological data consisting of wind speed, wind direction, temperature, cloud cover, (amount and height), humidity, inversions, rainfall (peak and average daily rainfall) and wind rose patterns, from primary and secondary sources in the study area. Baseline data of air pollutant parameters extending an area of 500 meters from the project would be monitored at min. 05 number of locations. Description of base line data of ambient air parameters namely PM10, RSPM, nitrogen dioxide, Sulphur dioxide, and carbon monoxide are to be collected. One season data is to be monitored other than monsoon as per the CPCB Norms. Sampling locations are to be located as per CPCB norms. Baseline data of noise at the project area and the neighbourhood habitat areas is to be ascertained. Baseline data on the flora and fauna for the study area is to be detailed out. An inventory map is to be prepared along with a description of the existing terrestrial, wetland and aquatic vegetation. If there are any rare and endangered species in the study area they will be mentioned. Baseline data would include the demography, settlements, existing infrastructure facilities in the proposed area.
7. Identify Project activities, including construction phase, which may affect surface water or groundwater. Estimate water intake requirements and identify the source of water to be used. Describe how water will be taken from the surface water / river and conveyed to the site. Ground water budgeting has to be provided. Rainwater harvesting has to be detailed out. _ Construction or demolition waste, i.e., massive and inert waste _ Municipal waste, i.e., biodegradable and recyclable waste _ Hazardous waste _ E-waste
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 51 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
8. Anticipated Environmental Impacts and Mitigation Measures: Types of materials use in each component part of the building and landscape( envelope, superstructure, openings, and roads and surrounding landscape). Use of alternate renewable resources such as solar / wind power etc is to be studied. Supply of power required for the Project and the environmental implications, including opportunities to increase the energy efficiency of the Project;_ Details of U &R values. Estimate any environmental implications from transportation (rail, road) related emissions associated with the construction and operational phases and to suggest suitable options. Provide a site plan showing the details of connectivity existing and proposed road and rail transport. To provide a site plan showing buildings, roads, and open spaces, confirming the hierarchy of roads as per the rules given by UDPFI guidelines. Discuss any expected change in traffic volume by Average Annual Daily Traffic (AADT) and any seasonal variability in traffic volume (include mitigation measures) prior to construction, during construction and at full site operation.
9. Discuss emergency plans for any environmental risks and such as earthquakes, floods- if applicable. Types of Emergency; internal and external origin, Emergency evacuation plan, Emergency Procedures etc.
10. Plan of action for conservation of natural resources and recycle waste materials due to the project activity in the construction and operational phase of the project. Improvements in physical infrastructure, social infrastructure if any. Other green Building Measures adopted.
11. Project Benefit such as employment potential and other benefits that are accrued if the project is taken up.
12. Proposed Post Project monitoring programme to ensure compliance to the approved management plan. Action plans for solid, hazardous waste generation, storage, utilization and generation.
Above points shall be adequately addressed in the EIA report at corresponding chapters in addition to the reporting structure as per appendix III of the EIA Notification, 2006. Additional TOR points will include: S.No. TOR 1 Maps will be submitted depicting the following: a) Recent Land Use Features in the region b) Map Depictions: Coloured maps depicting land –use of the region showing sensitive/ fragile features and detailed layout of the site clearly showing green – belt (existing and planned) 2 One season (non monsoon) primary baseline data on ambient air quality along with quality assessment for surface and ground water of the region. Site specific Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 52 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
S.No. TOR meteorological data would be collected. For air monitoring it may be kept in view that there is at least one monitoring station in the upwind direction and one in pre dominant downwind direction where maximum GLC‟s are likely to occur. Other aspects like habitation and sensitive receptor will also be kept in view. The monitoring stations would be shown on the location map super imposed with windrows. I. Predication of impacts on air and water quality of the region keeping in mind the expected enhanced activities (transport, population flux, waste generation etc.) will be prepared & presented using appropriate models such as Aermod- Lakes Environmental Inc. II. EMP would have plans for ground water recharging. III. Impact of change of land use particularly grazing/agriculture land. Alternate arrangements made in this regard would also be presented. IV. Details of green belt afforestation. Species of Plants proposed in the green belt development as per standard guidelines of CPCB/State Forest Department would be listed. Additional species would also be considered for plantation on need- based survey of the local population. V. Necessary clearance/ commitments from the competent authority for drawal of requisite quantity of water for the project would be provided. VI. Water & Shelter for the workers at site will be proposed. 1. The site is in proximity of the Lucknow Air Port hence NOC from Airport authority will be obtained, a copy application made to the Bhopal Air Port Authority in this context will be furnished. 2. Drainage plan for the waste water generated from the project will be submitted. 3. Detailed plan regarding conservation of natural nallah passing from project site will be furnished with EIA. 4. Impacts on natural nala will be studied. 5. Fire Fighting Management plan for the complete project will be prepared and furnished in the EIA Report. 6. Detailed EMP for construction phase and for operational phase with budgetary provisions and modus operandi of the EMP will be submitted. 7. Details of Land use and micro level features within 10.0 Km radius around the proposed site will be presented in map. 8. Attempts would be made to keep the campus free from polythene and motor vehicle-accordingly a detailed plan in this context plan will be submitted with EIA Report. 9. Rain water harvesting with detailed design drawing locations and calculations pertaining to net recharge and drop down will be submitted. 10. Details of green belt, green area and landscaping will be furnished along with details of land area break up for each of these. 11. Land diversion papers from competent authority will be submitted with EIA. 12. Effective CER will be made and presented for healthy growth of the region. 13. Details of use of renewable energy proposed in the project with Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 53 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
S.No. TOR quantification of energy saved vis – avis proposed activity. 14. Details of water conservation proposed in the project with quantification of net water conserved vis – vis proposed activity. 15. Exploring the possibility for use of top soil for augmentation of degraded Agriculture fields/ forest covers in the nearby region. 16. Contour & Hydrology of the complete area will be furnished with the EIA Report. 17. On site & Off site emergency plans to meet out any emergency will be detailed out including the fire fighting arrangement planned for the project duly approved by the concerned agency. 18. Fire fighting provisions and NOC from competent authority as per MoEF, GOI dated 07/02/2012 will be reported. 19. Parking details will be reported in the plan. 20. Details of management of all types of waste will be furnished including the MSW, BMW, E-waste, hazardous waste etc., expected to generate from different sections of the proposed institute. 21. Details of sewage and ultimate disposal plans for these streams will be furnished in the EIA/ EMP report.. 22. Plantation scheme with details of species, year wise schedule of plantation etc will be submitted. 23. Detailed water requirement in the project including the quantum of water required for cooling. 24. Justification for no. of AAQMS in the study area. 25. Soil Excavation details including quantum, storage and ultimate use. 26. MSW is reported to be composted; details of composter , its location, ends use of compost etc. to be furnished. 27. Line modeling study will be conducted for existing traffic load and expected incremental pollution load after the project is operational.
PROPOSED ENVIRONMENTAL MONITORING PLAN ENVIRONMENT LOCATIONS PARAMETERS FREQUENCY
Ambient Air One Upwind & two Criteria Pollutants: Quarterly Quality downwind locations; Main SO2, NOx, CO, PM 2.5, Gate, Waiting Lounge, & PM10 , Odour. Landscape Courts & Near DG sets
Stack Monitoring DG Sets SO2, NOx, PM, HC, Quarterly CO Ambient Noise One Upwind & two dB (A) levels, L10, Quarterly downwind locations; L50, L90 Levels, Approach road; Community Noise Rating, Trafic
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 54 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
ENVIRONMENT LOCATIONS PARAMETERS FREQUENCY
Pollution Index
Vibration 30 m from DG sets Peak particle velocity Quarterly Or, Root Mean Square Velocity Soil Quality Garden Area Parameters as per Quarterly Hazradous & Solid Waste standard Storage Area Soil Microbial Biomass Carbon, Heavy Metal Concentration Sewage Inlet & Outlet pH, TSS, COD, BOD, Daily for pH, Treatment Plant Oil & Grease, TDS and TSS in In- Heavy Metal Content house laboratory Monthly for all parameters Ground Water Project Site Essential Drinking Quarterly Potability Naraipur Village water parameters as per IS 10500-1991 Inventory of flora Landscape Area & Open Tree plantation, Annual & Fauna spaces of Building survival etc. Leaf Area Index Traffic Count Sultanpur Road LMV‟s, HMV‟s, Annual Bullock Carts, Two Wheelers (PCU)
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 55 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
10.0 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; TC-5005 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,
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 56 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
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 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 Satyendra Singh M.A 3 Dr. Arpita Sinha M.Sc (Env. Science), Ph. D (Env. Science), PGD Env. Protection Law NET-Lecturership 4 Dr. Rajendra Kumar Sharma Ph.D. (Geology.) RQP Approved Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 57 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
FUNCTIONAL AREA EXPERTS
Functional Area/s Applied for S. No. Name (as 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 Soil Science
Solid & Hazardous Waste Management 3 Dr. Arpita Sinha Noise Soil Science Ecology & Biodiversity Hydrology, ground water & 4 Er. Naveen Kumar Singh Conservation 5 Dr. R.K. Sharma Geology 6 Mr. Satyendra Singh Socio-Economic Empanelled expert 7 Rama Shanker Shukla Land Use Hydrology, ground water & 8 Ritendra Kumar Agarwaal Conservation Geology
Testing Laboratory
Experience Academic and Professional related to Name Designation Qualifications* present work (in years) Ph. D. Chemistry (Organic) Managing Dr. R. K. Singh 17 years Director M. Sc. Chemistry (Organic) Management Ph. D Environmental Sciences Dr. Arpita Sinha Representative/ 08 years M. Sc Environmental Sciences Quality Manager
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 58 Conceptual Plan- Rishita Developers Pvt. Ltd. Group Housing 1 at Pocket-6, Sector-C at Sushant Golf City, Hi- Tech Township, District- Lucknow, Uttar Pradesh.
P.G. Diploma (Environmental 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 20 years Singh B. Sc (Chemistry & Botany) Manager M.Sc Chemistry (Pursuing) Mr. Pramod Lab Incharge 05 Years Kumar Tiwari M.Tech Environmental Er. Mausami Env. Officer Engineering 02 year Sonkar
Mr. Sumit Singh Lab Chemist B. Sc (Chemistry & Botany) 01 Year
M.Tech Environmental Er. Indresh Singh Lab Chemist Engineering 03 Years
B. Sc (Chemistry & Botany) Ms. Sandhya Lab chemist 01 Year Singh B. Sc (Chemistry & Botany) Mrs. Sarita Singh Chemist 06 Months
B. Sc (Physics & Maths) Mr. Anurag Field Leader 02 Years Singh Monitoring
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 59