CONCEPTUAL PLAN For Development of MALL At 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj District- Barabanki Uttar Pradesh
Plot Area= 7334.97 m2 Built Up Area = 27670.22 m2
To be Developed By ANV Infratech Registered Office Shop No.9, Ajanta Market, Nishatganj, Lucknow
Project Proponent M/s ANV Infratech Mr. Vivek Agarwal
Environmental Consultant Sawen Consultancy Services Pvt. Ltd. (QCI Accreditated) 409A, 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/63/18-19 Approved By: Dr. Arpita Sinha Company Seal:
Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, 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- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
EXECUTIVE SUMMARY
This document presents the findings of the Environmental Pre-Feasibility of the development of proposed Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh. M/s SAWEN Consultancy Services Pvt. Ltd., Lucknow was contracted by ANV Infratech to secure Environmental Clearance (EC) and No Objection Certificate (NOC) from Uttar Pradesh Pollution Control Board (UPPCB) for the proposed commercial development.
The proposed project is a commercial building project having total built up area of 27670.22 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 7334.97 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 15 Crore. The U.P. State Electricity Board will provide essential load of 11 KVA to meet the electrical requirement 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 1106 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 95 KLD shall be managed by 2 Borewell. Traffic norms will be followed within project.
STP of 80 KLD 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 3 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 696.25 kg/day of solid waste generated from the proposed building organic waste converter will be provisioned for organic waste compost for which 01 no. of transit center is provided. Required Parking for the population is fulfilled by 591 ECS parking facilities within the proposed project.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 3 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
CHAPTER 1: INTRODUCTION Growth & Development is a basic human requirement of any civilized society. 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 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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 4 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
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 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:
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 5 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
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 Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
1.3 DEMOGRAPHICS
An official Census 2011 detail of Barabanki, a district of Uttar Pradesh has been released by Directorate of Census Operations in Uttar Pradesh. Enumeration of key persons was also done by census officials in Barabanki District of Uttar Pradesh.
In 2011, Barabanki had population of 3,260,699 of which male and female were 1,707,073 and 1,553,626 respectively. In 2001 census, Barabanki had a population of 2,673,581 of which males were 1,416,921 and remaining 1,256,660 were females.
There was change of 21.96 percent in the population compared to population as per 2001. In the previous census of India 2001, Barabanki District recorded increase of 26.54 percent to its population compared to 1991.
1.4 IDENTIFICATION OF PROJECT AND PROPONENT
The proposed project of Mall is being proposed by ANV Infratech. As per the EIA Notification, 2012, 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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 6 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
The proposed project of commercial building development of Mall, at Barabanki is having built up area of 27670.22 m2 which are > 5,000 m2 hence the project falls 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 ANV Infratech. The site is located at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
1.7 LAND USE- WITH REFERENCE TO PROPOSED LOCATION
The proposed project area has land use under commercial development for Mall. The site has been approved by Chief Town & Country Planning Department U.P. Government Lucknow.
1.8 EMPLOYMENT GENERATION (DIRECT & INDIRECT) DUE TO THE PROJECT
The proposed project of Commercial Complex will facilitate 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
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 7 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
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
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 Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 8 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
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- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
CHAPTER 2: PROJECT DESCRIPTION
2.1 PROJECT SUMMARY
The site proposed for development of Commercial building comprises of (3B+ 2G +3) height building with below mentioned characteristics:
Plot area 7334.97m2 Ground Coverage 2795.26 m2 Built-up Area 27670.22 m2 Green Area 1106 m2 Total Expected Population 4275 persons Electric Load 11 KV Source of water supply 2 no of Borewell Total Consumption of Water 95 KLD Total MSW generated 696.25 Kg/Day Total Transit Centers 01 no. Proposed rainwater harvesting pits 3 no. STP capacity 80 KLD Total Project Cost 15 Crore
2.2 PROJECT CATEGORY
The proposed project of commercial building of Mall, at Barabanki is having built up area of 27670.22 m2 which are > 5,000 m2 hence the project falls under the preview of EC from SEIAA and NOC from the UPPCB.
2.3 Project Cost
The total project cost is Rs 15 Crore.
Table 1: Capital Expenditure
S. Description Cost (Rs. in Lacs) No. 1. Landscaping 5.0 2. Dust Mitigation, Air Curtains, Emission Control 15.0 3. Waste Water Treatment - STP (80 KLD) 75.0 4. Rain Water Harvesting 10.0 5. Waste Management 8.0 6. Power Backup 30.0 7. Solar & Energy Conservation Measures 2.0 Total 145.0
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 10 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
Table 2: Recurring Expenditure
S. Description Cost (Rs. in Lacs) No. 1. Landscaping 2.0 2. STP - Operation & Maintenance 15.0 3. Rain Water Harvesting 0.75 4. Environmental Monitoring & Compliances 3.50 5. Waste Management 1.0 6. Power Backup 3.0
7. Solar & Energy Conservation Measures 0.50 Total 25.75
Construction work of proposed “Mall”: 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 Mall
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- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, 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 Ghaghra River and its tributaries flows through the Barabanki city, which forms the main drainage system of the area. The project site lies on the city municipal sewer system. The drainage system shall be designed accordingly to connect through underground drains after sewage treatment have been planned.
SEWERAGE SYSTEM
80 KLD STP 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 commercial Area has already been put into place through Barabanki 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 commercial 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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 12 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, 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 900 KVA Capacity each for power backup will be provided.
2.8 AVAILABILITY OF WATER & ITS SOURCE
Initially source of water supply is from 2 no of Bore well. 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 2 no of 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 Barabanki 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- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
CHAPTER 3: SITE ANALYSIS
3.1.1 LOCATION COORDINATES.
Barabanki district covers an area of 3895 sq.km. and forms a part of SaiGomti Doab in Ganga basin. It lies between latitudes 260 32' and 270 21' N and between longitudes 800 05' and 810 51'E. Administratively the Barabanki district is divided into 17 blocks namely Nindaura, Fatehpur, Suratganj, Ramnagar, Dewa, Banki Harakh, Masauli, Sidhaur, Trivediganj, Haidargarh, Dariyabad, Bani Kodar, Puredalai, Mavai, Rudauli & S. Gauspur (Plate-I). There are 1843 villages out of which 31 villages are under developed and 1812 villages are developed villages. The GPS coordinates of Project are as follows:
A= 26°55'17.48"N 81°10'25.74"E A B B= 26°55'18.69"N C D 81°10'27.69"E C= 26°55'17.38"N 81°10'28.57"E D= 26°55'17.63"N D F E 81°10'29.18"E E= 26°55'16.56"N 81°10'29.69"E F= 26°55'16.24"N 81°10'29.14"E H G G= 26°55'15.05"N 81°10'29.50"E H= 26°55'14.49"N 81°10'28.79"E J I I= 26°55'14.03"N 81°10'29.28"E J= 26°55'13.33"N 81°10'28.45"E
389 ft 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:
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 14 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
NH-24 A – 0.05 Km, N Gadia Road – 1.67 Km, W
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.
Nearby Areas:
Obaree – 0.27 Km, SE Barabanki – 1.12 Km , NE Bhitura - 1.60 Km, NW Preet vihar Colony - 1.20 Km, NE Korideeh – 1.22 Km, SE
1. c) Ground water availability:
Ground water is an important source of water supply in most of the cities across the country. Unfortunately most of the ground water aquifers in these cities are depleting at an alarming rate due to over exploitation and decrease in recharge supporting areas. Hence, the availability of ground water and location of recharge areas have been considered while locating the land uses.
1. d) Hydrogeology:
The Barabanki district lies on the quaternary sediments comprising sand, silt clays & kankar in various proportions. The district forming a part of Sai Gomit doab and cause devide into two units viz older alluvium and younger alluvium. The older alluvium generally occupies land higher than the younger alluvium which is confined in the river channels or in the vicinity occupying low land area. Younger alluvium is generally affected by flood during the monsoon period. The water bearing formation is alluvium and comprises sand, silt, clays & kankar. The occurrence of kankar at different depth is common. The interstices pore space between different grains is occupied by ground water and interstices act as ground water conduit. The ground water occurs under water table condition in shallow aquifer whereas the ground water in deeper aquifer occurs under semi confined to confined conditions. Based on subsurface geological configuration on the basis of lithological log of state government and Central Ground Water Board the two tier aquifer system has been identified. The first aquifer extends from the base of top clay layer to varying depth from 60 to 90 m. This aquifer comprises medium sand and is followed by a prominent clay layer of thickness ranging from 10 to 20 m. However the clay layer occurs generally in form of lenses and altogether disappear at Bidhar outside eastern most part of the area (Plate IVb). However in the southern part, the setting changes appreciably for thinning of discrete sand units or aquifer upto 150 m depth. The cumulative thickness of aquifer ranges from 6 to 26 m and the intervening clays dominate. Over all it can be inferred as multiple aquifer system.
1. e) Water Bearing Formations, Properties And Occurrences:
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 15 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
The water bearing formation is alluvium and comprises sand, silt, clay & kankar. The occurrence of kankar at different depth is common. The interstices pore 8 space between different grains is occupied by ground water and the interstices act as ground water conduits. The ground water in shallow aquifer occurs under unconfined condition whereas in deeper aquifer it occurs under semi confined to confined conditions.
1. f) Topography
The district Barabanki can be topographically divided in to three main regions, first Tarai region, and the area in North East towards river Ghaghra, second Gomti par region the wide area from South West to South East of district and third is called Har region which is situated at some height to the Gomti par region. 4 The whole tract is gently undulating land with gentle slope from the North West to South West. The soil structure of the district is composed of alluvial soil, the soil brought by the rivers. The upper belt soil texture is yellowish clay. The basin land of rivers is mostly sandy soil and adjacent to the river is sandy loan.
1. g) Geomorphology:
Physiographically the area can be divided into two distinct units namely upland alluvial plain and low land alluvial plain. The upland alluvial plain occupies the inter fluvial areas of the river Gomti and Ghaghra and forms the water divided of these two rivers. These plains are gently undulating in nature and have been eroded by the rivers during the recent time. The low land alluvial plain are newer alluvium and are prone to flooding during the monsoon. These lands have been carved out by the rivers in the comparatively recent times. Several lakes and ponds are remarkable features in this unit.
1. h) Seismicity
The seismic hazard map of India was updated in 2000 by the Bureau of Indian Standards (BIS). The Barabanki city is located in the seismic zone III with majority of the portion having provision of earthquake resistance in construction
1. i) Soil type and soil bearing capacity
The land surface of the district is covered by shallow soils cover. These are well drained clayey soils on very gently sloping land with moderate erosion. In water devide area the soils are very shallow somewhat excessively drained loamy soils. The soil cover is thin at places along river beds where sands are predominated.
1. j) Climate & Rainfall
The climate of the district is subtropical type, characterized by hot weather during summer followed by rainy season from June to September followed by winter from October to February. There is no meteorological observatory in Barabanki, nearest observatory is at Lucknow at about 25 km west from Barabanki. The highest and lowest temperature is 44.90C during May and 4.80C during January. The
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 16 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh. maximum and minimum relative humidity recorded is 85% during July and 39% during April respectively. The maximum wind speed is 4.9 km/hr in June and minimum is 1.6 km/hr. in November. The potential evapotranspiration is 1379.1 mm. The annual normal rainfall data of Nawabganj, Ramsanehi Ghat, Fatehpur and Haidergarh rain gauge station is 1173.4 mm, 1058.4 mm, 982.4 mm & 1011.6 mm respectively. The annual normal rainfall of the district is 1056 mm
1. k) Riverine Systems
The district Barabanki is drained by river Ghaghra & its tributaries in the north eastern part and Gomti & its tributaries in the southern part. The Ghagra river has a tendency to flow in many channels and shift its course over a wide area in different rainy seasons. The Gomti river enters the district south west of Barabanki town. It leaves the district near Subeha in the south eastern part. Its tributaries are Kalyani Nadi, Reth and Bel Nalas.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 17 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
CHAPTER 4: PROJECT PLANNING
4.1 PLANNING CONCEPT The proposed project will be developed to provide commercial building facility.
4.2 Land Uses of proposed Mall
Table 3: Land Uses
S. No. Particulars Area (m2) %age
1 Ground coverage 2795.26 38.10 2 Open Area 2607.86 35.55 3 Green Area 1106 15.07 4 Road Area 670.50 9.14 5 Road Widening Area 155.35 2.14 Total Plot area 7334.97 100
Table 4: Area Details Permissible Ground Coverage (40 %) 2871.85 m2 Permissible F.A.R. (1.50) 10769.43 m2 2 Mumty and Machine Room Area 41.44 x 3= 124.32 m
Floor Lower Upper First Second Third First Second Third Name Ground Ground Floor Floor Floor Basement Basement Basement Floor Floor (Cinema) (Projector Floor Floor Floor room) Unit m2 m2 m2 m2 m2 m2 m2 m2 Built up 3566.37 3566.37 3566.37 3566.37 2624.72 3593.34 3593.34 3593.34 Area Lift duct 17.10 - 17.10 17.10 11.40 - - - (-) Duct (-) 11.05 11.05 11.05 11.05 7.37 - - - Open - 103.88 103.88 941.35 80.16 - - - Terrace (- ) Double 140.15 - - - 1391.79 - - - Heighted Area (-) Atrium 656.18 656.18 656.18 656.18 656.18 - - - 01 (-) Ramp (+) - - - - - 270.90 270.90 270.90 Total 2471.89 2795.26 2778.18 1940.69 477.82 3854.24 3854.24 3854.24 Area Area 2471.89 2795.26 2778.18 1940.69 477.82 - - - Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 18 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
Counted in F.A.R. Achieved 2795.26 m2 (39.93 %) Ground Coverage Achieved 10733.82 m2 (1.46) F.A.R.
4.3 Population details
Table 5: Plotted Population Break Up at Project Site:
S. NO. STAFF DESIGNATION Population 1. Multiplex (no of seats 925) 925 2. Maintance Staff 100 Service Staff at Food court, Gaming zone & 3. 450 Shopping centre Visitors at Food court, Gaming zone & Shopping 4. 2800 centre Total Expected Population 4275
Therefore, the total expected population of proposed commercial area would be 4275 personnel.
4.4 SITE SETTINGS
Roads:
NH-24 A – 0.05 Km, N Gadia Road – 1.67 Km, W
Nearby Areas:
Obaree – 0.27 Km, SE Barabanki – 1.12 Km , NE Bhitura - 1.60 Km, NW Preet vihar Colony - 1.20 Km, NE Korideeh – 1.22 Km, SE
Railway Station:
Barabanki Junction Railway Station – 1.72 Km, NE
Rivers:
Gomti River -10.10 Km, W Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 19 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
Canal – 0.37 Km, SW Dhano Kha Talab – 2.35 Km, NE
Schools:
St. Anthony College – 1.05 Km, NE JLMN PG College – 1.20 Km, NE Jamil ur Rahman Islamic Girls Inter College – 1.41 Km, NE
Park:
Shaheed Smarak park – 1.36 Km, NE Exchange Park Barabanki – 0.57 Km, SE
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 20 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, 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 Nawabganj, District- Barabanki, Uttar Pradesh. The proposed site is well connected to various places, Railway, Bus Terminus & other parts of the Barabanki city by road.
The major road linkages are – NH-24 A – 0.05 Km, N Gadia Road – 1.67 Km, W
5.1.2 Rail Linkages
Nearest Railway Station are Barabanki Junction Railway Station, 1.7N Km, SE from the proposed project site.
5.1.3 Water Courses
The main river of District Barabanki is Ghaghra river and its tributaries & Gomti River which fed most of the areas of the Barabanki District and fulfill the water demand of the city, it is 10.01 Km, located in W direction from the proposed project site.
5. PARKING DETAIL:
In the proposed project, parking for the visitors, service staffs shall be managed by providing parking.
Parking Calculation Car Parking Required for Shopping/game zone/ food 8285.37 x 3/100= 248.56 249 nos. zone Car Parking Required for Multiplex (925 seats) 925/10 = 92.5 93 nos. Total Required Parking 249 + 93 342 nos. Car Parking Provided in First Basement 184 + 14 198 nos. Mechanized Parking 92 x 2 184 nos. Bike Parking (Single layer) 52 nos. (52/4) 13 E.C.U. Car Parking Provided in Second Basement 184 + 14 198 nos. Mechanized Parking 92 x 2 184 nos. Bike Parking (Single layer) 52 nos. (52/4) 13 E.C.U. Car Parking Provided in Third Basement 184 + 14 198 nos. Mechanized Parking 92 x 2 184 nos. Bike Parking (Single layer) 52 nos. (52/4) 13 E.C.U. Total Car Parking Provided 197 +197 +197 591 nos. Hence Proved.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 21 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
5.3 LANDSCAPE AREA DETAIL: Landscape Area Proposed = 1106 m2
5.4 APPROACH ROAD & BUILDING HEIGHT The approach road is NH-24 A – 0.05 Km, N and the maximum height of the building is (3B+2G+3).
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 22 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, 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 Commercial building, Barabanki 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 | 23 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, 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 project including green areas excluding firefighting water demand and losses are calculated to be 95 KLD. About 1.1 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 0.95 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 1.1 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 = 0.95 KLD (As per CPHEEO Manual, GOI)
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 24 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
Table 7: WATER USE CALCULATION S. Water Use Population Per Capita Water Waste Water no. in (LPCD) Requirement Generation (KLD) (KLD) 1. Maintance Staff , Service Staff at Food court, Gaming zone & 550 45 24.75 19.8 Shopping centre 2. Multiplex &Visitors at Food court, 3725 15 55.87 44.7 Gaming zone & Shopping centre TOTAL DOMESTIC WATER REQUIREMENT 80.62 64.5 3. Gardening/Landscape Area 1106 1 l/m2 1.10 Nil
4. D.G. Set (04 x 900) 0.91/KVA/4hr 13.10 Nil KVA TOTAL WATER REQUIREMENT 94.82 64.5
6.5.2 Water Balance Figure 2
Total Water Requirement 95 KLD
Fresh Water Requirement Reusable Water Requirement 56 KLD 39 KLD
Domestic Water Requirement Flushing 56 KLD D.G. Set Gardening 25 KLD 1 KLD 13.10 KLD Waste Water 39 KLD Waste Water 25 KLD Waste Water NIL Total Waste Water 64 KLD
19 KLD treated water will be used STP 80 KLD for road washing car washing and sewer and drain washes Treated Water 58 KLD
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 25 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
6.5.3 Sewerage
At the project site of proposed project, 39 KLD grey water and 25 KLD black water shall be generated from domestic requirement of the buildings, which will be treated in 80 KLD STP Plant located at project site. About 39 KLD of treated water shall be reused for Flushing, D.G. Set and Gardening purpose.
SCHEME OF SEWAGE TREATMENT PLANT: During operation phase at the proposed site, generated waste water will be treated in proposed 80.0 KLD STP based on FAB technology.
TREATMENT PROCESS: The sewage treatment plant (Fluidizes Aerobic Bed Reactor- FAB) 80 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 | 26 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, 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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 27 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
Simplicity in operation and maintenance The system adopted has much less moving parts (only pumps and blowers). Further there is no moving part inside the bio-reactor. This gives the advantage of continuously running the bio-reactor system, under widely fluctuating conditions. All the maintenance on the mechanical systems can be done with normal skilled mechanics available. The system is unique in operation, such that, only inlet and outlet parameters (i.e. raw sewage BOD / COD / TSS /TP and treated sewage BOD / COD / TSS / TP etc.) need to be analyzed. Since the bio- reactor is self-sustaining, there is no requirement of recycling the biomass from the secondary clarifier. Hence, analysis such as MLSS / MLVSS / SVI (sludge volume index) / F / M ratio etc. is not required to be done. This greatly reduces the analytical load on the plant chemist / supervisor, and makes the system very simple to operate and control. The bio-reactor system adopted in the FAB based STP is provided with nutrients removal, and removal of disease causing E-coli bacteria. Nutrient removal The bio-reactor system operates at very food to micro-organisms ratio (F / M ratio). This helps in totally converting the Ammonical nitrogen to nitrate nitrogen. In the process of synthesis of organic substrate, about 40–50% of the total phosphates load is also reduced. The remaining phosphates can be precipitated by addition of aluminum ions dosed in form of Poly Aluminum Chloride (PAC). Phosphates react with aluminum ions and precipitate as aluminum phosphate, which is an insoluble salt. Thus the total phosphates load can be easily reduced by more than 90%. Coliform removal The outlet BOD of the bio-reactor system being very low (in other words, hardly any food is available to the E-coli); most of the coliform are killed in the reactor itself. Remaining coliform are killed by nominal chlorine dosing (of the order of 2–3 mg/l). The treated sewage outlet coliform count will conform to WHO standards, with such low chlorine doses. This will also ensure that there is not much residual chlorine. 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 withincommercial 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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 28 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
5. Taps and other water flushing devices including showers used shall be designed to waste less water. 6. Awareness plays a major role in water conservation. Public messages shall be prominently displayed for water conservation. 7. Water leaks shall be tracked and corrected regularly. 8. Dual flush WC (3 – 6 liters instead of 10 liters) shall be used to optimize the water demand.
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 Variable per as table water
1000 MM 1000 Bail Plug
RECHARGE PIT
TABLE 8: QUANTUM OF RAINWATER AVAILABLE FOR HARVEST
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 29 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
Area Harvesting Average Total Volume of S. Description of considered Factor or Annual Water available for No. Area (m2) Collection Rainfall Rain Water Efficiency intensity Harvesting (m3) (mm) 1 Roof-top Surfaces 2795.26 0.8 25 55.90
Grand Total 42555.90 m3/hr Total quantum of rainwater for 0.25 hr. =55.90/4 = 13.97 m3 The required dimensions of pit = 2.0 m ×1 m × 2.0 m. Total required nos. of pits= 13.97/4 = 3.4 ≈ 3 Recharge pit The total no. of rainwater harvesting pit shall be 3 with dimensions of 2.0 m × 1 m × 2.0 m at peak rainfall intensity of 25 mm Proposed Rain Water Harvesting Pits = 03 Nos.
SOLID WASTE MANAGEMENT
6.7.1 MUNICIPAL SOLID WASTE
It is estimated that for persons of the proposed project, which include Maintance Staff , Service Staff at Food court, Gaming zone & Shopping centre servants, municipal solid waste of 550 persons @ 0.25Kg/day/ person shall be generated 137.5 Kg/ day.
Table 9: Municipal Solid Waste
Type of Waste Colour of Category Disposal Total Waste Bins Method (Kg/ day) Municipal Solid 68.75 Organics Green Bio Degradable Waste Site Papers Metals Glass Blue Recyclable Approved 24.75 Textiles Recycler Plastic Non-Bio Municipal Solid 44 Ash & Dust Grey degradable waste Site Total 137.5
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
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 30 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
3725 Visitors 558.75 279.37 100.57 178.8
Therefore, Total expected MSW = 696.25 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 available. Service provider will collect the garbage and waste shall be discharged to main bin of Nagar Palika. The grey, blue and green bins shall be picked up on the instructions of Nagar Palika for disposal. The service provider carries this waste for recycling and rest to the municipal solid waste site. The management shall engage a vendor & they will dispose the waste at the proposed site identified by the concerned management.
6.8 AIR POLLUTION CONTROL
Exhaust height: In order to dispose emissions above building height, minimum exhaust stack height would be as follows: Minimum stack height for D.G. Set: H = h + 0.2 × √KVA Where, H = stack height of D.G. Set h = height of Building H = h + 0.2 × √ (900 × 4) = h + 0.2 × √3600 KVA H = h + 12 m As per the information, 04 D.G. Set of 900 KVA capacities each shall be installed. For, which cumulative stack height of 12 m above the tallest building 3B+2G+3 the proposed project shall be provided. D.G set 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 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 = 1106 m2 Total number of trees proposed = 122 nos. at spacing of 3 m x 3 m Total no of trees required =7334.97/80 = 92
Table 11: Details/ Distribution of Tree Plantation
Botanical Name Common Name Physiognomy Bauhinia Blackena Bauhinia Decidous Phoenix Dactylifera Date Palm Evergreen Ficus Benjamina Benjamina Evergreen
SHRUBS/ HERBS TO BE PLANTED
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 31 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
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 1106 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.
ENVIRONMENT SOCIAL RESPONSIBILITY ESR Budget Proposed: Rs 0.3 Crore (> 2 %) Table 11: CSR Budget Details: S.No Activity Proposed Budget Beneficiary Allocation 1 Construction of Latrines with Village : Obri soak pit and Handpump Community : Rs. 0.3 Crore Facility Verification authority/ Agency- Gram Panchayat 2 Development of Toilets for Women population of Rural women-04 Village: Obri Rs. 0.3 Crore Verification authority/ Agency- Gram Panchayat 3 Development of water tanks & School students Distribution of books in Village : Obri Rs. 0.3 Crore primary school Verification authority/ Agency- Gram Panchayat 4 Development of Waste Bins in Village: Obri Village Rs. 0.3 Crore Population Agency-Gram Panchayat
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 32 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
CHAPTER 7: BASELINE ENVIRONMENTAL STATUS
(i) Ambient Air Quality: Table 11
Sample Code: AQ/SPLPL-865
S.no. Date of Location 24 hourly concentrations (µg/m3) Sampling PM (10) PM (2.5) SO2 NOx 01 13- Near main gate 93.11 47.12 26.12 4.12 14.02.2019 Interpretation: The tested ambient air sample reveals more than recommended levels of air quality standards for housing and commercial environment.
(ii) Surface Water Quality Test Result: Table 12 Sampling Site: Rati River (Upstream) Date of Sampling: 13.02.2019 Sample Code: SPLPL-2713 PARAMETER UNITS RESULT DESIRABLE MAXIMUM S. No. TESTED LIMITS PERMISSIBLE LIMIT (IS 10500:2012) Second Revision Hazen 01 Colour <5.0 5.0 15.00 units 02 pH Value - 8.45 6.5-8.50 No Relaxation 03 Electrical Conductivity µs/cm 830.6 _ _ 04 Turbidity NTU 0.0 1.00 5.0 05 Total Dissolved Solids mg/L 323 500 2000 Total Hardness as 06 mg/L 196 200.0 600 CaCO3 07 Calcium as Ca mg/L 54.50 75.0 200 08 Magnesium as Mg mg/L 14.58 30.0 No Relaxation 09 Alkalinity as CaCO3 mg/L 320 200.0 600 10 Chloride as Cl- mg/L 43.98 290.0 1000 - 11 Sulphate as SO4 mg/L 35.68 200.0 400 - 12 Nitrate as NO 3 mg/L 0.36 45.0 No Relaxation 13 Iron as Fe mg/L 0.09 0.3 No Relaxation 14 Fluoride as F- mg/L <0.1 1.0 1.5 15 Total suspended Solids mg/L 62 16 COD mg/L 110 17 BOD mg/L 14
Interpretation: The tested sample confirms to drinking water standard of IS 10500:2012.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 33 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
(iii) Surface Water Quality Test Result: Table 13 Sampling Site: Rati River (Downstream) Date of Sampling: 13.02.2019 Sample Code: SPLPL-2714 PARAMETER UNITS RESULT DESIRABLE MAXIMUM S. No. TESTED LIMITS PERMISSIBLE LIMIT (IS 10500:2012) Second Revision Hazen 01 Colour <5.0 5.0 15.00 units 02 pH Value - 8.652 6.5-8.50 No Relaxation 03 Electrical Conductivity µs/cm 753.2 _ _ 04 Turbidity NTU 0.0 1.00 5.0 05 Total Dissolved Solids mg/L 276 500 2000 Total Hardness as 06 mg/L 200 200.0 600 CaCO3 07 Calcium as Ca mg/L 40.08 75.0 200 08 Magnesium as Mg mg/L 24.3 30.0 No Relaxation 09 Alkalinity as CaCO3 mg/L 340 200.0 600 10 Chloride as Cl- mg/L 43.98 290.0 1000 - 11 Sulphate as SO4 mg/L 8.64 200.0 400 - 12 Nitrate as NO 3 mg/L 0.32 45.0 No Relaxation 13 Iron as Fe mg/L 0.13 0.3 No Relaxation 14 Fluoride as F- mg/L <0.1 1.0 1.5 15 Total suspended Solids mg/L 37 17 COD mg/L 121 18 BOD mg/L 24
Interpretation: The tested sample confirms to drinking water standard of IS 10500:2012.
(iv) Ground Water Quality Test Result: Table 14 Sampling Site: Project Site Date of Sampling: 13.02.2019 Sample Code: SPLPL-2712 PARAMETER UNITS RESULT DESIRABLE MAXIMUM S. No. TESTED LIMITS PERMISSIBLE LIMIT (IS 10500:2012) Second Revision Hazen 01 Colour <5.0 5.0 15.00 units 02 pH Value - 7.74 6.5-8.50 No Relaxation 03 Electrical Conductivity µs/cm 743.4 _ _ 04 Turbidity NTU 0.0 1.00 5.0
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 34 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
05 Total Dissolved Solids mg/L 289 500 2000 Total Hardness as 06 mg/L 220 200.0 600 CaCO3 07 Calcium as Ca mg/L 43.28 75.0 200 08 Magnesium as Mg mg/L 27.21 30.0 No Relaxation 09 Alkalinity as CaCO3 mg/L 340 200.0 600 10 Chloride as Cl- mg/L 13.99 290.0 1000 - 11 Sulphate as SO4 mg/L 9.42 200.0 400 - 12 Nitrate as NO 3 mg/L 0.59 45.0 No Relaxation 13 Iron as Fe mg/L 0.11 0.3 No Relaxation 14 Fluoride as F- mg/L <0.1 1.0 1.5
Interpretation: The tested sample confirms to drinking water standard of IS 10500:2012.
(vi) Ambient Noise Quality Monitoring Sheet Table 16 Date of Monitoring: 13.02.2019 Monitory Location: at Project Site R1 R2 R3 R4 R5 38.5 45.8 60.1 73.2 50.3 36.9 46.9 60.8 72.8 54.2 37.3 43.2 62.9 68.4 45.8 40.4 41.3 63.8 65.3 47.9 45.3 45.8 65.5 64.3 46.8 39.3 46.9 60.3 64.2 44.9 40.2 48.8 54.8 63.8 43.3 41.8 50.1 56.3 65.9 42.8 43.4 53.4 57.8 52.8 44.3 39.8 52.8 68.3 54.9 42.1 40.3 56.7 69.4 50.2 44.9 45.2 58.3 70.3 51.9 46.8 48.3 58.9 71.4 52.3 42.9
(viii) Soil Data Table- 18 Sample Code: SQ/SPLPL- 466 Date of Sampling: 13.02.2019 Sampling Location: Project Site S.no. Parameter Tested Unit Result
1 pH Value - 8.56 2 E.C µs/cm 133.3 3 TOC % 0.40 4 OM % 0.68 5 Bulk density gm/cc 1.15 6 Particle density gm/cc 1.53 7 Available Sulphur % 0.26
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 35 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
8 Available Phosphorus % 0.24 9 Ca+ Mg meq./100gm 8.13 10 Moisture - 0.519 11 Available Iron % 0.61 12 Cl- meq./100gm 0.04
Interpretation: The tested soil sample reveals medium to high fertility levels.
(ix) Soil Data Table- 19 Sample Code: SQ/SPLPL- 467 Date of Sampling: 13.02.2019 Sampling Location: Agricultural field
S.no. Parameter Tested Unit Result
1 pH Value - 8.21 2 E.C µs/cm 108.3 3 TOC % 1.72 4 OM % 2.96 5 Bulk density gm/cc 1.31 6 Particle density gm/cc 1.90 7 Available Sulphur mg/Kg 0.29 8 Available Phosphorus Kg/Hac 0.16 9 Ca+ Mg meq./100gm 14.01 10 Moisture - 1.46 11 Available Iron % 0.64 12 Cl- meq./100gm 0.07
Interpretation: The tested soil sample reveals medium to high fertility levels.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 36 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
CHAPTER 8: EMERGENCY PREPAREDNESS PLAN
8.1 FIRE FIGHTING
As most of the material and finished products are inflammable, no smoking and no fire will be allowed. In case of fire, fire extinguisher will be used. Fire extinguishers are put at the entrance of storage rooms. The Fire Extinguisher System has been provided as per fire safety plan in all floors of the 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 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.
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
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 37 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh. 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. 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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 38 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
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 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.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 39 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
Each box shall contain two lengths of 63 mm diameter, 15 m length, rubber lined delivery hoses conforming to IS:636 complete with 63 mm instantaneous coupling conforming to IS:903 and short branch pipe conforming to IS:903 with a nozzle of 16 mm diameter.
14. Hose Reel: A hose reel near each internal hydrant containing 30 m of length of 20mm bore terminating into a shut-off nozzle of 6.5 mm outlet connected directly to riser shall be provided. This will conform to IS: 3844.
15. Automatic Detection System: Automatic fire detection (smoke/heat) shall be provided in all the areas of the building and shall conform to IS: 2189/1999.
16. Portable Fire Extinguishers: The portable fire extinguishers of water CO2 type and CO2 type ISI mark shall be provided as marked on the plans. The number of the fire extinguishers may have to be increased later when the layout of the partition etc. is known. All the fire extinguishers will be installed and maintained in accordance with IS: 2190-1992.
17. Public Address System: The public address system shall be provided having loud speakers on each floor level at strategic location. The microphone, amplifier and control switches of public address system shall be installed in the fire control room.
18. Lighting Protection: The lighting protection shall be provided in the building as per IS: 2309.
19. Intercommunication System: An emergency inter-communication system shall be provided in the entire complex. The instrument shall be provided in the common areas on each floor.
20. Yard Hydrants: Yard hydrants shall be provided in the building as per BIS specifications.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 40 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
CHAPTER 9: ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)
On the basis of information provided by the Project proponent and the other data procured from the Government Agencies, Census Report, IMD etc., and the data generated by the Consultants and analysis of generated information, the following generalized conclusions can be drawn.
1. In the proposed project, development will be in plot area of 7334.97m2. 2. UPPCL will provide necessary power demand of 11 KV to meet the requirement of the proposed project 3. The water demand shall be 95 KLD managed by using water through 2 no of Bore well in the premises. 4. The daily fresh water requirement would be 56 KLD. The total black and grey water shall be disposed to 80 KLD STP plant for treatment at project site. About 39 KLD treated water shall be utilized for Gardening, D. G. Set cooling and flushing. 5. The rain water harvesting will improve ground water quality. Three (3) number of rain water harvesting pits will be provided at proposed site to recharge the ground water. 6. Ambient air quality shall remain within the prescribed standards. The recognized sources of air pollution in the area are transport system. Efficient Traffic Management shall be regularized within the project to control air and noise pollution. 7. Noise level shall be maintained. For traffic noise, plantation along the traffic route shall be provided to act as a noise barrier. 8. The 696.25 Kg/Day generated solid waste shall be segregated at source and managed through Nagar Palika/District Administration at designated site, for which about 1 no. of Transit Centers is available. 9. Appropriate firefighting measures including entry and exit way marking signs, emergency lights, ventilation, essential emergency electrical services and stationary fire pump and automatic sprinkler system shall be provided for the buildings at proposed project. 10. At proposed project, landscape will be developed in an area covering 1106 m2 of the ground with various shrubs & trees planted. 11. The impacts, which have been identified in the planning, development and construction phase, will be transitory and enough provisions have been made to mitigate them. The construction & operation phase will have both positive & negative impacts. But negative impacts will be made positive through environmental control measures. The health services development, greenery, and rainwater harvesting are positive impacts.
The benefits relate to the direct employment associated with the construction and during operation of the building. The proposed facility would also generate jobs for the women labours during construction phase. Women are likely to get job during construction phase. The facilities provided during construction to women labours, will considerably reduce their travel time in any employment, and therefore enable them to attend to their children, their nutritional demands, and also household chores. The environment friendly technological alternatives will be considered for the given project with regard to construction material, layout, orientation, cooling, heating, vertical fenestration etc. The individual building/ towers developers will comply with the norms of MoEF & ECBC which will be a part of their development agreement.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 41 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
The site is advantageous for development of this project due to the following reasons: 1. The site has good provision for drainage facilities. 2. The climatic conditions are suitable. 3. The connectivity of the site by rail, road, and air is very much ensured keeping in view the existing and proposed development. 4. The easy availability of nearby institutional and community facilities. 5. The landscape area along with storm water drainage and STP plant will ensure purification of waste water respectively. 6. Surface parking provision will reduce generation of dust and air pollution within project premises 7. Proposed site is a prominent place where an uninterrupted power supply would be ensured.
The site is strategic for developing proposed Building as part of the Development Plan 2021.
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 42 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, 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 9002:2008 Certified Quality Standard Company Certificate No.: RQ91/JA/254. Certificate Issue Date: 16.08.2021 EIA CONSULTANTS ACCREDITATION SCHEME (QCI-NABET) REGISTRATION NO.:118 NABL ACCREDITATION CERTIFICATION NO.: T-2091
SERVICES & EXPERTISE We are monitoring environmental impact & providing services of pollution control systems to Institution, Thermal Power Plant, New Construction projects, Highways, Township & Area Development, Mineral Beneficiation Plant, Chemical Fertilizers, Municipalities, UPSLRP, UPDASP, NHAI, UPSHA, Cluster mining, Mine- surface and underground for all minerals & metals, Polymer, distilleries, sugar industry, Leather, Petrochemical, Electroplating & other polluting industries. So far the following EIA/ EMP projects have been executed
Sector Numbers Building & Large Construction 51
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 43 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
Township & Area Development 05 Thermal Power Plants 03 Highways 15 Sugar industry 13 Mineral Beneficiation 02 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 Dr. Dharam Raj Singh M.Sc. (Chem.), Ph.D (Chem.) 3 Dr. Arpita Sinha M.Sc (Env. Science), Ph. D (Env. Science), PGD Env. Protection Law NET-Lecturership 4 Pankaj Pande M.Sc (Geology)
FUNCTIONAL AREA EXPERTS Functional Area/s Applied for (as per abbv. given S. No. Name below) In-house expert/s Air Pollution Control 1 Dr. Rajesh Kumar Singh Water Pollution Control
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 44 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
Functional Area/s Applied for (as per abbv. given S. No. Name below) Air Quality Modeling Risk & Hazard management 2 Dr. Dharam Raj Singh Solid & Hazardous Waste Management Solid & Hazardous Waste Management Dr. Arpita Sinha Noise & Vibration 3 Soil Science Ecology & Biodiversity 4 Mr. Satyendra Singh Socio-Economic 5 Arch. Arvind Gupta Land Use 8 Mr. Sanjay Srivastava Socio-Economic Empanelled expert 9 Rama Shanker Shukla Land Use
TESTING LABORATORY Experience Academic and Professional related to present Name Designation Qualifications* work (in years) Managing Ph. D. Chemistry (Organic) Dr. R. K. Singh 17 years Director M. Sc. Chemistry (Organic) Ph. D Environmental Sciences Management M. Sc Environmental Sciences Dr. Arpita Sinha Representative/ 08 years P.G. Diploma (Environmental Quality Manager Protection Law) LL.B. B.SC. (Zoology & Botany) Deputy Quality Mr. S. K. Singh P.G. Diploma (Environmental Manager 14 years Protection Law) Diploma in Rural Development Lab Incharge / M. Sc Chemistry (Organic) Mrs. Kalpana Technical B. Sc (Chemistry & Botany) 20 years Singh Manager
Mr. Anurag Field Leader B. Sc (Chemistry & Botany) 02 Years Singh Monitoring
Mr. Vikas PCM Intermediate Field Leader 05 Years Thakur Mr. Pramod B. Sc (Chemistry & Botany) Lab Chemist 05 Years Tiwari P.G. Diploma (Environmental Ms. Anjali Environment Protection Law) 04 Years Mishra officer B.Tech. (Biotechnology)
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 45 Conceptual Plan- Mall at 548 Mi, 534 Mi, 534/1 Mi, 542/2, 543/1, 543/2, 544, 545 Mi, 548 Mi, 547 Mi at Village- Obri, Pargana & Tehsil- Nawabganj, District- Barabanki, Uttar Pradesh.
-End of Project Report
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 46