CONCEPTUAL PLAN For
Development of Surya Shyam Apartments At Khasra No 381sa, 389, 390, Ibrahimpur, Raebareilly Road District- Lucknow Uttar Pradesh
Plot Area=19219 m2 Builtup Area = 60507.91 m2
Project proponent Ashoak Kumar Agarwal 13/20 Indira Nagar, Near Munsi Pulia Lucknow, Uttar Pradesh
Environmental Consultant
Sawen Consultancy Services Pvt. Ltd. (417 A & B, Sahara Shopping Center, Faizabad road, Lucknow-226016 QCI-NABET Accreditation S.No.123 (April’ 17) Telefax: 522-2341312; Mobile: 7379444471-73 Email: [email protected] Website: www.sawenconsultancyservices.com
Document Approved By: Mr. Satyendra Singh Doc No.: SPLPL/2-19/20
Development of Surya Shyam Apartments Lucknow
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
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EXECUTIVE SUMMARY
This document pertains to the findings of the Environmental Pre-Feasibility studies carried out for the development of the proposed Surya Shyam Apartments, Lucknow, Uttar Pradesh. M/s SAWEN Consultancy Services Pvt. Ltd., Lucknow was contracted by Raj Ganga Builders to secure Environmental Clearance (EC) and No Objection Certificate (NOC) from Uttar Pradesh Pollution Control Board (UPPCB) for the proposed housing and commercial development.
The proposed project is housing project having a total built up area of 60507.91 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 19219m2 which is easily approachable through SH- 28 (Lucknow-Raebareli State Highway)which which acts as a 60 m wide ring road of District Lucknow and is well connected to various places, through national highways, rail links, bus ways, and telecommunication. The estimated cost of the project is Rs. 55 Crores. The U.P. State Electricity Board will provide essential load of 2500 KVA to meet the electrical requirement of 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 2696.75 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 179.5KLD shall be managed by02 no. of Tube well with submersible pump. Traffic norms will be followed within housing and commercial project.
STP of 250 KLD has been provisioned by the proponent for the treatment of domestic waste water generated 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 6 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 1298.50 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. Well facilitated road. Provision of parking for the residents and floating population is proposed within the proposed group housing and commercial spaces.
CHAPTER 1: INTRODUCTION
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Housing is a basic human requirement of any civilized society. With the growth of urbanization, cities have been expanding alarmingly in the last few decades, which have resulted in haphazard growth of urban areas as well as acute housing shortage. Raj Ganga Builders Pvt. Ltd. Founded In 1992, with a view to ensure planned development of urban areas and create an enabling environment to provide comfortable housing. The multiplicity of urban laws has always been a burning problem for the urban populace; moreover the alarming rise in prices of houses and land property has become a nightmare for a common man in the society. 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 center therefore is of utmost importance for defining the quality life. Rapid Urbanization is an intrinsic part of the development process. The Prime Minister Office has in this direction come up with a policy to provide houses to the Economically Weaker Section of the society at reasonably affordable prices.
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.
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Housing and commercial and commercial buildings consume 40% of the primary energy and 71% of the total electricity in the world. Energy consumed in the buildings sector consists of housing and commercial and commercial end users and accounts for 20.1% of the total delivered energy consumed worldwide. Energy consumption in the housing 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 Development of Surya Shyam Apartments Lucknow
Location Sources Pollutant
Offices, government HVAC systems, carpets, painting Primary: PM, VOCs buildings & polishing , household cleaners, aerosols, insecticides, pesticides Additional : CO, NOx, SO2 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 pesticides, smoking, constriction malls (misc. sources activities Additional : CO, NOx, SO2
Rural households using Biomass burning for cooking, Primary: PM, CO, BC biomass heating, waste burning. Kerosene burning for lighting, Additional : CH4, NMOC
1.2 LOCATION
The proposed project of Surya Shyam apartments is located at Khasra No 381sa, 389, 390, Ibrahimpur, Raibareilly Road, District- Lucknow, Uttar Pradesh.
1.3 CLIMATE
Lucknow has a humid subtropical climate with cool, dry winters from mid-November to February and dry, hot summers with thunderstorms from late March to June. The rainy season is from July to September when the city gets an average rainfall of 896.2 millimeters (35.28 in) from the south- west monsoon winds, and occasionally frontal rainfall will occur in January. In winter the maximum temperature is around 25 °C (77 °F) and the minimum is in the 3 °C (37 °F) to 7 °C (45 °F) range. Fog is quite common from mid-December to late January. Occasionally, Lucknow experiences colder winter spells than places like Shimla and Mussoorie which are situated way high up in the Himalayas. In the extraordinary winter cold spell of 2012–13, Lucknow recorded temperatures below freezing point on 2 consecutive days and the minimum temperature hovered around freezing point for over a week. Summers are very hot with temperatures rising into the 40 °C (104 °F) to 45 °C (113 °F) range, the average highs being in the high of 30s (degree Celsius).
1.3 DEMOGRAPHICS Lucknow city is governed by Municipal Corporation which comes under Lucknow Metropolitan Region. The Lucknow city is located in Uttar Pradesh state of India.
As per provisional reports of Census India, population of Lucknow in 2011 is 2,817,105; of which male and female are 1,460,970 and 1,356,135 respectively. Although Lucknow city has population
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of 2,817,105; its urban / metropolitan population is 2,902,920 of which 1,509,451 are males and 1,393,469 are females.
1.4 IDENTIFICATION OF PROJECT AND PROPONENT The proposed project of Surya Shyam Apartments at Raebareilly Road of, District- Lucknow, Uttar Pradesh is being proposed by Raj Ganga Builders Pvt. Limited. In accordance to the EIA Notification of 2006, the projects having built up area more than 5,000 m2 will require Environmental Clearance from State Environment Impact Assessment Authority, and Consent to Establishment (NOC) from the respective State Pollution Control Board, before commencement of project.
The proposed project of Surya Shyam Apartments at Raebareilly Road of, District- Lucknow, Uttar Pradesh is having a built up area of 60507.91 m2 which is > 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 and commercial 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
The project site is Surya Shyam Apartments located at Raebareilly Road of, District- Lucknow, Uttar Pradesh
1.7 LAND USE- WITH REFERENCE TO PROPOSED LOCATION The proposed project area has land Development of Surya Shyam Apartments at Raebareilly Road of, District- Lucknow, Uttar Pradesh.
1.8 EMPLOYMENT GENERATION (DIRECT & INDIRECT) DUE TO THE PROJECT
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The proposed project of Surya Shyam Apartments at Raebareilly Road of, District- Lucknow, Uttar Pradesh, will facilitate housing to the residents. The benefit of constructing a proposed building is related to the direct employment to the people associated with the development. It provides employment to skilled and unskilled laborers during construction of the project. Additional employment opportunities will lead to a rise in the income and improve employment opportunities for nearby population. The proposed facility will also generate jobs for the women labourers during construction phase. This will considerably reduce their travel time in any employment and therefore enable them to attend the childrens and their nutritional demands with house hold chores.
1.9 ENVIRONMENTAL LEGISLATIONS APPLICABLE TO THE PROJECT 1. The Water (Prevention and Control of Pollution) Act, 1974 a. The Water (Prevention and Control of Pollution) Rules, 1975 - Schedules b. Central Board for the Prevention and Control of Water Pollution (Procedure for Transaction of Business) Rules, 1975 c. The Water (Prevention and Control of Pollution) CESS Act, 1977 d. The Water (Prevention and Control of Pollution) Cess (Amendment) Act, 2003
2. The Air (Prevention and Control of Pollution) Act, 1981 a. The Air (Prevention and Control of Pollution) Rules, 1982 and Schedules b. The Air (Prevention and Control of Pollution) (Union Territories) Rules, 1983
3. The Environment (Protection) Act, 1986 a. The Environment (Protection) Rules, 1986and Schedules b. Environment (Protection) Third Amendment Rules, 2002 c. Rules for the Manufacture, Use, Import, Export and Storage of Hazardous Micro Organisms Genetically Engineered Organisms or Cells, 1989 d. The Environment (Protection) (Second Amendment Rules), 1999 - Emission Standards for New Generator Sets
4. Hazardous and Other Wastes (Management and Tran boundary Movement) Rules, 2016. a. The Manufacture, Storage and Import of Hazardous Chemicals Rules, 1989 b. Manufacture, Storage and Import of Hazardous Chemical (Amendment) Rules, 2000- Draft Notification 5. Bio-Medical Waste Management Rules, 2016. a. Hazardous wastes (Management and handling) amendment rules 2000 b. Hazardous Wastes (Management and Handling) Amendment Rules, 2002 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
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a. Re-cycled Plastics Manufacture and Usage Amendment Rules, 2002 b. The Recycled Plastics Manufacture and Usage (Amendment) Rules, 2003
11. Ozone Depleting Substances (Regulation) Rules, 2000
12. The Indian Forest Act, 193 a. The Forest (Conservation) Act, 1980 b. The Forest (Conservation) Rules, 1981 c. Guidelines for diversion of forest lands d. Forest (Conservation) Rules, 2003
13. The Wild Life (Protection) Act, 1972 and Schedules a. The Wild Life (Transactions and Taxidermy) Rules, 1973 b. The Wild Life (Stock Declaration) Central Rules, 1973 c. The Wild Life (Protection) Licensing (Additional Matters for Consideration) Rules, 1983 d. The Wild Life (Protection) Rules, 1995 e. The Wild Life (Specified Plants- Conditions for Possession by Licensee) Rules, 1995 f. Recognition of Zoo Rules 1992 g. The Circular Concerning Joint Forest Management h. The Wild Life (Protection) Amendment Act, 2002
14. The Public Liability Insurance Act, 1991 a. The Public Liability Insurance Rules, 1991
15. The National Environmental Tribunal Act, 1995 a. The National Environment Appellate Authority Act, 1997
17. No.59 of 1960- The Prevention of Cruelty to Animal Act, 1960
18. The Biological Diversity Act, 2002 a. Draft Biological Diversity Rules, 2003
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CHAPTER 2: PROJECT DESCRIPTION
2.1 PROJECT SUMMARY The site proposed for development of Surya Shyam Apartments at Raebareilly Road of, District- Lucknow, Uttar Pradesh Comprises of (G+4) height building with below mentioned characteristics: Space provided Plot area 19219 m2 Road Widening Area 1247.40 m2 Net Plot Area for development 17971.6 m2 Ground Coverage 5514.21 m2 Built-up Area 60507.91m2 Area Under Green 2696.75 m2 Total Expected Population 2170 persons Electric Load 2400 KVA Network Source of water supply Ground Water (Municipal Supply) Total Consumption of Water 179.50 KLD Total MSW generated 1298.50 Kg/Day Total Transit Centers 01 no. Proposed rainwater harvesting pits 6 nos. STP capacity 250 KLD STP Total Project Cost 55 Crore
2.2 PROJECT CATEGORY The proposed project of Surya Shyam Apartments at Raebareilly Road Lucknow UP, is having built up area of 60507.91 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 55 Crore. Table 1: Capital Expenditure
S. Description Cost (Rs. in Lacs) No. 1. Landscaping 80 2. Dust Mitigation, Air Curtains, Emission Control 20 3. Waste Water Treatment - STP 80 4. Rain Water Harvesting 60 5. Waste Management 30 6. Power Backup 4 7. Solar & Energy Conservation Measures 2 Total 276
Table 2: Recurring Expenditure
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S. Description Cost (Rs. in Lacs) No. 1. Landscaping 10 2. STP - Operation & Maintenance 9 3. Rain Water Harvesting 3 4. Environmental Monitoring & Compliances 3 5. Waste Management 3 6. Power Backup 1.0
7. Solar & Energy Conservation Measures 0.5 Total 29.5
Construction work of proposed “Surya Shyam Apartments”: 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 Surya Shyam Apartments at Raebareilly Road of, District- Lucknow
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 5. Stone aggregate
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10. Fly ash 11. Water Proofing compound 12. Tiles 13. Shuttering plates 14. M.S Scaffolding Iii Electrical and mechanism equipment 1. PVC wires/cables 5. Firefighting system 2. Polycarbonate switches/ sockets 6. Firefighting system 3. Ms boxes / panels 7. MCB, DBS 4. UPS, Transformers iv. List of machinery used during construction Loader : loading of materials Dumper : Mud and material handling Concrete mixer with hopper : RCC work JCB : Digging and earth work Concrete Batching Plant : Concrete mixing Cranes : Lifting and moving of materials Road roller : Compacting the earth Tractor Trolley : Carrying & transporting material
2.5 DRAINAGE PATTERN AT SITE The Gomti River is the main river of Lucknow district. The Gomti River in main drainage line of the district and is infect the only stream of any importance. It enters the district in the north-east corner and runs in a Sluggish and tortuous but well defined course toward south- east, finally passing into Jaunpur. It winds along the northern boundary, separating this district from Barabanki and Faizabad and receiving all drainages of northern side in the farm of small nala. Kadu nala stream is largest tributary of Gomti, enters this district from Raebareli district, farming block boundary of Jagdishpur on northern side and Jamo block on southern side.
250 KLD capacities STP have been proposed by the proponent for the treatment of waste water generated from domestic water requirements. The proposed project will be developed with a dedicated and efficient sewage collection system having a 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 of the sewers varying from size150 mm to 900 mm. This sewer network has been upgraded and connected to the newly laid sewer system.
SEWERAGE SYSTEM A state of the art system for collection of solid waste from proposed Housing area has already been put into place through Lucknow Municipal Corporation. Efforts are on for scientific disposal of the waste through MoEF/CPCB/UPPCB approved vendors. The objective is to provide a neat and clean healthy environment in the housing building. The estimation of waste generation from the proposed project shall be done as per the standards. The collection system through 01 no. garbage transit center has been proposed to develop within the project. From those depots, tippers or carnage vans will cart the waste up to designated disposal site for treatment.
2.6 SOLID WASTE MANAGEMENT A state of the art system for collection of solid waste from proposed Housing and Commercial Area has already been put into place through Lucknow Municipal Corporation. Efforts are on for Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 12 Development of Surya Shyam Apartments Lucknow
scientific disposal of the waste through MoEF/CPCB/UPPCB approved vendors. The objective is to provide a neat and clean healthy environment in the housing building. The estimation of waste generation from the proposed project shall be done as per the standards. The collection system through 01 no. garbage transit center has been proposed to develop within the project. From those depots, tippers or carnage vans will cart the waste up to designated disposal site for treatment.
2.7 ELECTRIFICATION/ POWER REQUIREMENT & ITS SOURCE Power supply is provided by State Electricity Board. 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 Surya Shyam Apartments at Raebareilly Road of, District- Lucknow, Uttar Pradesh is expected to be 2500 KV; the source shall be State Electricity board.
2.8 AVAILABILITY OF WATER & ITS SOURCE Initially source of water supply is from 02 nos. tube well with submersible pump. 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 10 hours) and 02 No. of tube well and submersible pump which will be available for 10 running hours on an average and considering that municipal supply is also available for storage of water.
T.W TREATMENT CWR
PUMPHOUSE DISTRIBUTION
2.9 SCHEME FOR WASTES MANAGEMENT/ DISPOSAL For efficient waste collection management system, the Lucknow city is divided into Zone, the work relating to primary collection of waste has been decentralized at the zone level where it is supervised by health officers with the assistance of ward level inspectors, Sanitary supervisor. The primary collection involves waste disposal from institutional places. Management has fleets of vehicles for collecting and transporting waste from collection points to the disposal site. Each of the vehicles is allotted specific area for collection and transportation to waste disposal site. Following steps have been proposed by for collection, treatment, and disposal of MSW: Step-1: Collection and Segregation of MSW at source of generation Step-2: Transportation of MSW to the disposal site Step-3: Shredding of the compostable waste to desired particle size Step-4: Treatment of biodegradable waste through composting Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 13 Development of Surya Shyam Apartments Lucknow
Step-5: Disposal of non-bio-degradable solid waste into Secured Landfill.
.
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CHAPTER 3: SITE ANALYSIS
3.1.1 LOCATION COORDINATES The proposed location of Surya Shyam Apartments is bounded by points A,B,C,D,E,F,G,H,I ,J,K points . Whose Co–ordinates are given below:-
A 26°46'14.66"N 80°56'42.09"E B 26°46'15.71"N 80°56'44.50"E C 26°46'17.08"N 80°56'45.61"E D 26°46'16.53"N 80°56'47.25"E E 26°46'15.93"N 80°56'47.09"E F 26°46'14.59"N 80°56'50.14"E G 26°46'12.70"N 80°56'49.07"E H 26°46'12.95"N 80°56'48.12"E I 26°46'11.57"N 80°56'47.44"E J 26°46'12.01"N 80°56'45.40"E K 26°46'12.98"N 80°56'42.43"E
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 accessible by road Railway& Air. Roads: Amar Shaheed Path-0.22 Km NE Raebareilly Road-0.69 Kms NE
Railway Station: Utrahtia Railway Station-2.95 Kms NE Charbagh Railway station-6.99 Kms NE
Airport: Chaudhary Charan Singh International Airport-6.07 Km NE
1. b) Proximity to Existing Settlements: The areas of project site existing in a developing phase and population pressure is likely to witness a remarkable growth pattern in future which will of course be influenced by the surrounding existing institutes, upcoming housing and commercial establishments.
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Nearby Areas:
New Defense Colony-0.21 Kms NE Babhnan Basti-0.74 Km NE TeliBagh-1.78 Kms NE Rathindra Nagar-1.52 Kms NE Gandhi Nagar-0.93 Kms NE
1. c) Ground water availability: Mineralization of ground water depends upon lithology, texture and nature of formation through which water moves. The ground water is generally used for domestic and irrigation purposes. The E.C. (specific conductivity) of ground water which is a degree of mineralization varies from 260 to 1120 microchips / at 25°C and is well within permissible limits. In the city area Electrical conductivity varies between 325 to1500 micro Siemens / cm at 25°C. Carbonates are present in the form of bicarbonates and ranges between 146-390 mg/l. The result of shallow ground water reveal that ground water is polluted and concentration of Nitrate more than 100 mg/l (maximum permissible limit) has been observed at Khajauli in Mohanlalganj block, & Kathwara in Bakshi-Ka-Talab block, all other constituents are well within permissible limits. Arsenic content in the district ranges between and to 23 ppb & well within permissible limits. The concentration of Pesticide Residue in Lucknow district is well within permissible limit (P.F.A. 0.1 mg/l). Quality of deeper aquifer in the Lucknow is also suitable for domestic irrigation purposes.
1. d) Topography
The Gomti River, Lucknow‟s chief geographical feature, meanders through the city and divides it into the Trans-Gomti and Cis-Gomti regions. Situated in the middle of the Indus-Gangetic Plain, the city is surrounded by rural towns and villages: the orchard town of Malihabad, Kakori, Mohanlalganj, Gosainganj, Chinhat, and Itaunja. To the east lies Barabanki, to the west Unnao, to the south Raebareli, while to the north lie the Sitapur and Hardoi. Lucknow city is located in a seismic zone III.
GEOMORPHOLOGY AND SOIL TYPES
The district forms a part of Ganga basin with flat alluvial terrain. General elevation varies from 103 m to 130 meters above mean sea level. The general slope of the district is south-east. Geomorphologically the district is divided into two geomorphic units (i) Older flood plains & (ii) Active flood plain. Older flood plains are represented by two levels of terraces via erosional terrace occupying at higher level and Depositional terrace (Td) at lower depressions. Older flood plain exists between elevation of 103 and 110 mamsl. Both the terraces are developed on the either side of Gomti River. Erosional Terrace is also developed along Sai Nadi. Active flood plains are restricted to present day bank line of the rivers. These are represented by land forms like point bars channel bars and lateral bars. Quaternary sediments have been divided up to older & newer alluvium. The older alluvium is comprised of grey to brown coloured silt clay and sand with or without Kankar of middle to late Pleistocene age. The Newer alluvium overlies the older alluvium and has been sub divided into terrace
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alluvium and channel alluvium & belongs to Holocene age. The newer alluvium comprises of light Khaki grey silt, clay and fine to medium and coarse grained grey sand which is micaceous in nature. Soils in the district exhibit a wide variation in composition texture and appearance. The major position of the district is occupied by soils locally known as "Bhur" or "Silty Sand" on the ridges. "Matiyar" or "Clay Soils" occurs along topographic lows and "Dumat or Loamy soils" in the level lands. Clay is dominant in the areas where "Reh" (USAR) prevails. Along the river valleys, a very fertile soil called "Dumat" is prevalent which is youngest.
RAINFALL AND CLIMATE The normal rainfall (1901-1970) of Lucknow district is 966.24 mm. The maximum rainfall occurs during the monsoon period i.e. June to September having normal value of 849.78 minimum which is 87.9% of the annual rainfall. July is the wettest month having the normal rainfall of 289.56 mm followed by August with normal rainfall of 287.66 mm. The climate of Lucknow district is subtropical type with three district seasons namely summer, monsoon and winter. The winter commences usually in the month of November and extends till February followed by summer April to middle of June and then monsoon starts and lasts up to September / October. The maximum temperature remains 45°C during month of May and minimum temperature remains 5°C during January. The average relative humidity remains 25% in morning while in the evening it remains 68%. The annual normal potential evapotranspiration of the district is 1519 mm. The average wind speed varies between 4 and 7.5 km/hr. during winter and 9.9 and 11.7 km/hr. during summer seasons. The average number of rainy days is 44.
HYDROGEOLOGY Ground water occurs in the pore spaces of the unconsolidated alluvium sediments in the zone of saturation under phreatic and semi confined conditions. In deeper aquifer it occurs under semi confined to confined conditions. To know the depth to water number of National Hydrograph stations and Piezometers are monitored four times in a year. Water level data of these National Hydrograph stations and piezometers. On the basis of NHS & piezometers Pre-monsoon Depth to water maps 2008. Post-monsoon Depth to water map 2008 & fluctuation maps has been prepared. On the basis of Pre-monsoon map (Plate-II) it is revealed that shallowest water level less than 2 meters& between 2-5 metres occurs in the eastern part of district in the Gosainganj block along the Sharda Sahyak Canal. Depth to water between 5 to 10 meters occurs in the northern & southern part of districts in part of Bakshi-Ka-Talab, Chinhat & Mohanlal ganj blocks. The western part of the district depth to water ranges between 10-20 meters in Mal, Malihabad, part of Bakshi-Ka-Talab. Kakori, Sarojini Nagar & part of Chinhat blocks. Minimum water level of 1.80 mbgl was observed at Gosainganj and maximum of 32.60 mbgl was observed at Gulistan Colony in the Lucknow town. In the urban areas depth to water generally remains more than 20 mbgl
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CHAPTER 4: PROJECT PLANNING
4.1 PLANNING CONCEPT
Table 3: Land Uses S.No Type of area Description Area m2 %Age 1 Plot Area 19219 2. Road Widening Area 1247.40 3. Net plot Area 17971.60 100 % 4. Parking Area 4462 24.82 % 5. Ground Coverage 5514.21 30.68 % 6. Green Area 2696.75 15 % 7. Road & Paved Area 5300.04 29.5 %
The proposed project will be developed to provide housing flats.
Towers Floors Units /floor Total units BLOCK A TOWER (A+B) S+9 99 BLOCK B TOWER (E+F) S+9 126 324 BLOCK C TOWER (C+D) S+9 99 S+4 8 32 EWS AND LIG S+4 8 32 TOTAL 1940
S.NO DESCRIPTION BUILT UP F.A.R GROUND AREA AREA COVERAGE 1 AB BLOCK 14066.84 12835.93 2 EF BLOCK 18790.12 16950.11 3 CD BLOCK 13767.63 11762.26 4 STILT (AB+CD+EF) 5235.95 5235.95 5 MUMTY AREA (AB+CD+EF) 239.50 BLOCK 6 MACHINE ROOM (AB+CD+EF) 79.21 BLOCK 7 GUARD ROOM 2 NOS 3.20 8 TRANSFORMER 46.50 9 BASEMENT 8000.70 10 COMMUNITY HALL 148.18 11 SHOP 130.08 148.18 148.18 TOTAL 60507.91 130.08
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No Description Unit REQD. PERMISSIBLE PROPOSED 1 Ground SMT 6290.06 MAX 35% 5,514.21 30.68% Coverage 2 Floor Area Ratio SMT 45,552.70 MAX 2.5% 41,696.48 2.320 3 Green Area SMT 1,797.16 MIN 10% 2,696.75 15.01 4 Parking NOS. Provisions 438 478
4.4 Population details
Table 5: Plotted Population Break Up at Project Site: S. NO. DESIGNATION Population 1. Residents ( 388 EWS/LIG Units ) 1940 4. Service Staff 30 5. Visitors(10% of Total Population) 200 Total Expected Population 2170 Therefore, the total expected population of proposed housing would be 2170 personnel.
4.5 SITE SETTINGS
Roads: Amar Shaheed Path-0.22 Km NE Raebareilly Road-0.69 Kms NE
Railway Station: Utrahtia Railway Station-2.95 Kms NE Charbagh Railway Station -6.99 Kms NE Airport: Chaudhary Charan Singh International Airport Lucknow-6.07 Kms NE
Rivers: Gomti River -7.10 Kms NE Sarda Canal-269.96 m NE - Nearby Areas: New Defense Colony-0.21 Kms NE Babhnan Basti-0.74 Km NE TeliBagh-1.78 Kms NE Rathindra Nagar-1.52 Kms NE Gandhi Nagar-0.93 Kms NE
Hospitals Javitri Hospital-0.99 Kms NE Rajdhani Hospital-0.444 Kms NE Asha Hospital-0.39 Kms NE Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 19 Development of Surya Shyam Apartments Lucknow
Schools:- Lucknow Public School-0.45 Km NE Ram Bharose School-0.86 Kms NE St Anthony Public School-1.90 Kms NE New Study Academy-2.09 NE
Places of Worship :- St John‟s Viannes Catholic Church-0.63 Kms NE Jama Masjid-0.95 Kms NE Dargah Mosque-1.57 Kms NE
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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 Raebareilly road at Lucknow-, Uttar Pradesh. The proposed site is well connected to various places, Railway, Bus Terminus & other parts of the Lucknow city by road. The major road linkages are as follows-: Amar Shaheed Path-0.22 Km NE Raebareilly Road-0.69 Kms NE 5.1.2 Rail Linkages Railway Station: Utrahtia Railway Station-2.95 Kms NE Charbagh Railway Station -6.99 Kms NE
Nearest Railway Station is Utrahtia Railway Station at approximately 2.95km distance from the proposed project site.
5.1.3 Water Courses The main river of District Gonda is Gomti river which fed most of the areas of the Gonda district and fulfill the water demand of the city, it is 83 Km, located in NE direction from the proposed project site.
5. 2 Parking Detail: The residents of the individual plots will consider about parking space according to their needs while designing their residence.
Parking Norms According to MoEF guidelines @1 ECS for 100 m2 FAR area 388 ECS According to state guidelines @1 ECS for 80 m2 of Permissible FAR area 477 ECS 10% Visitors parking 48 ECS Total parking Reqd. 525 ECS Parking Provided 541 ECS
PARKING PROVIDED Proposed parking Vehicle space Basement parking excluding service area 410 vehicle space 4 wheeler (85% of total basement area)@30 m2 per ECS 268 2 wheeler (15% of total Basement area)@10 m2 per 2 142 wheeler Stilt Parking @ 30 m2 131 Total Parking Provided 541 ECS Parking provided for LIG & EWS (1 Bicycle & 1 scooter 48 ECS space (10 m2 per dwelling unit)=640 m2
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5.3 Green Areas (For Landscape Parks. And Exclusive Plantation.): An area of 2696.75 m2 space has been allocated under Green which will include development of parks.
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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 Surya Shyam Apartments is 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 of 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.
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
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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 of such that it shall be disposed of 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.
6.5 WATER MANAGEMENT (SOURCE & SUPPLY OF WATER). About 10 % of the waste water will be generated due to washing of hands, feet and faceie. 0.60 KLD. This type of waste water will be directed by suitable drains to the nearby plantation area. About 90 % of the waste i.e.123.25KLD will be black water generated due to flushing of toilets this water shall go to the proposed 2 no‟s of septic tanks. Two numbers of septic tanks at locations selected for the sewerage purpose are being suggested. The sizes as per CPHEEO manual will be 2 nos. Regular maintenance checks on to be conducted. (II) Mitigation Measures; - Although no significant impact is anticipated on the present water regime of the area, yet, it is proposed to apply the following measures precautionary to reduce the loads on fresh water regimes. Curing water will be sprayed on concrete structures and free flow of water will not be allowed. After liberal curing on the first day, it is proposed that all concrete structures will be painted with curing chemical to save water curing. Hence a lot of water will be saved. Concrete structures will be covered by thick cloth / gunny bags and there after water shall be sprayed on them to avoid renounce and ensure a long sustained curing. Water pending will be done around all sunken slabs. Water consumption during Construction phase: In order to meet the construction phase water requirement, will be provided to the construction site by tankers. 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 250 KLD STP would be commissioned during construction phase itself.
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During operation phase the total water demand of the residential areas including green areas excluding firefighting water demand and losses, is calculated to be 179.5 KLD. About 2.69 KLD water out of total water demand will be utilized for the irrigation purposes 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 14.99 KLD based on CPHEEO guidelines, i.e. fire demand for < 50,000 population = 1% of total water demand. The water shall be withdrawn from 2 no. of tube well with submersible pump 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 2.69 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=1.79 KLD (As per CPHEEO Manual, GOI)
Table 7: WATER USE CALCULATION ( OPERATION PHASE )
S.n Water Use Population Per Capita in Water Waste Water o. (LPCD) Requirement Generation (KLD) (KLD) 1. Residents ( EWS Units ) 1940 86 166.84 122.47 2 Visitors 200 15 3.0 2.40 3 Service Staff 30 45 1.35 1.08 TOTAL DOMESTIC WATER REQUIREMENT 171.19 136.95 4 Gardening/Landscape Area 2696.75 1 l/m2 2.69 NIL 5 DG SET 1500 KVA 0.9 5.62 NIL L/KVA/4HR TOTAL WATER REQUIREMENT 179.50 136.95
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6.5.2 Water Balance FIGURE 2
Total Water Requirement 179.50 KLD
Fresh Water Requirement Treated Water Requirement 119.833 KLD 60.24 KLD
Domestic Requirement 119.833 KLD Flushing DG SET Gardening 51.35 KLD 5.62 KLD 2.69 KLD 7.831 KLD
Waste Water Waste water 85.6 KLD 51.35 KLD Waste Water NIL
Total Waste Water 136.95 KLD
Proposed STP 250 KLD
Treated Water 49.30 KLD for Treated Water 123.25 KLD road washing, car washing and
fire fighting makeup
6.5.3 Sewerage At the project site of proposed housing, 136.95 KLD generated waste water from domestic requirement will be treated by proposed 250 KLD STP based on SBR Technology and after post treatment, treated water is used for gardening and Flushing purposes within the building. Excess water 49.30 KLD shall be given to fulfill gardening, car washing & cleaning requirement.
SCHEME OF SEWAGE TREATMENT PLANT: During operation phase in the proposed institutional building, generated waste water will be treated in proposed 250KLD STP based on Sequence Batch Reactor (SBR) technology.
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TREATMENT PROCESS: The sewage treatment plant Sequencing Batch Reactor (SBR) 250 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
SEQUENCING BATCH REACTER FILTER PRESS
PLATE SETTLER TANK SOLID SLUDGE
TERTIARY TREATMENT Color: - CLEAR (Including U.V Treatment) PH: - 6.5 to 7.5 OIL & GREASE: -<10 mg/L TREATED WATER TANK BOD: - <20mg/L COD :-< 100 mg/L FOR REUSE TSS :-< 10 mg/L
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SCHEMATIC DIAGRAM OF SEWAGE TREATMENT PLANT
DISPOSAL
DEWATERING
DIGESTION
INFLUENT THICKENING
DISINFECTION
SCREENING EQUALIZATION
FILTRATION SEQUENCE BATCH REACTOR
(SBR)
FIGURE 4
Treatment Process for ASP/Sequencing Batch Reactor Sequencing batch reactors (SBR) or sequential batch reactors are a type of activated sludge process for the treatment of wastewater. SBR reactors treat wastewater such as sewage or output from anaerobic digesters or mechanical biological treatment facilities in batches. Oxygen is bubbled through the mixture of wastewater and activated sludge to reduce the organic matter (measured as biochemical oxygen demand (BOD) and chemical oxygen demand (COD)). The treated effluent may be suitable for discharge to surface waters or possibly for use on land. The high treatment efficiency possible in a single step biological process. The System is operated in a batch reactor mode this eliminates all the Inefficiencies of the continuous processes. A batch reactor is a perfect Reactor, which ensures 100% treatment. Four modules are provided to ensure continuous treatment. The complete process takes place in single reactor, within which all biological treatment steps take place sequentially.
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BENEFITS OF USING SEQUENCE BATCH REACTOR TECHNOLOGY
Biological Selector zone: Ensures no forming and bulking problems Oxygen Uptake rate control “OUR”: Ensures 40-50% Power savings Co Current Nitrification and De nitrification, Phosphorous removal: This feature ensure more than 80% Nitrogen and Phosphorous removal within the basin without need of any external units, mixers and recycle pumps etc. Decanter assembly in Stainless steel: Ensure no corrosion, long equipment life ,no Maintenance. Diffusers, Blowers and Aeration grid: The diffusers and blower arrangement ensures maximum possible aeration efficiency and minimum power usage. Submersible pumps for return sludge (RAS) recycle and Surplus sludge (SAS) pumps for sludge wasting: Reduces space requirement, no secondary clarifier is used which drastically reduces civil cost. PLC unit for complete automatic cycle control and operation. Fig.-6.3 Reduces manpower cost complete operation can be hooked to central control desk.
6.5.4 Water Conservation & Augmentation
1. For horticulture, a garden hydrant ring with pumping facilities has been proposed. 2. The sewer shall be treated within housing for bringing down the characteristics of sewer
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within the norms specified by Ministry of Environment & Forest, Govt. of India for safe disposal. 3. The building shall get piped water supply through an appropriately designed system and no area shall be having any individual system of water supply (i.e. jet pumps, hand pumps or individual bore well). 4. It is necessary that lakes, ponds and small water storage bodies should be conserved and protected from misuse as well as efficient water harvesting system should be ensured in the construction projects. 5. Taps and other water flushing devices including showers used shall be designed to waste less water. 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 560 dia Cover PLUG 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 water table
1000 MM 1000 Bail Plug
RECHARGE PIT TABLE 8: QUANTUM OF RAINWATER AVAILABLE FOR HARVEST
S.N. Description Area Harvesting Average Annual Total Volume of of Area considered Factor or Rainfall intensity Water available (m2) Collection (mm) for Rain Water Efficiency harvesting (m3) 1. Roof-top 5514.21 0.8 25 110.28
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Surfaces Grand Total 110.28 m3/hr.
Total quantum of rainwater for 0.25 hr. = 110.28/4 = 27.54 m3 The required dimensions of pit = 1.5m x 2 m × 1.5 m. Total required nos. of pits = 27.54/ 4.5 = 6.12 i.e, 6 No of Recharge pits The total no. of rainwater harvesting pit shall be 6 with dimensions of 1.5 m x 2 m × 1.5 m at peak rainfall intensity of 25 mm. Proposed Rain Water Harvesting Pits =6 Nos.
6.6.2 AIR POLLUTION CONTROL Exhaust Height: In order to dispose emissions above building height, minimum exhaust stack height should 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×√ (1500) KVA = h+0.2×38.73 m = h+7.72 As per the information D.G SET of 1500 KVA capacity shall be installed .For which cumulative stack height of 7.74 m above the tallest building of the proposed project shall be provided D.G set will be provided with acoustic enclosure as per CPCB norms.
6.7 SOLID WASTE MANAGEMENT 6.7.1 MUNICIPAL SOLID WASTE It is estimated that for a collective total of 1940 residents of the proposed Housing Project, municipal solid waste @ 0.65Kg/day/ person shall be around 1261 Kg/ day & MSW generated by the 30 persons of service staff and commercial staff will be @ 0.25 Kg/day/person i.e. around 7.5 Kg/day .
Table 9: Municipal Solid Waste
Type of Waste Colour of Category Disposal Total Waste Bins Method (Kg/ day) Municipal Solid 634.25 Organics Green Bio Degradable Waste Site Papers Metals Glass Blue Recyclable Approved 228.33 Textiles Recycler Plastic Non-Bio Municipal Solid 405.92 Ash & Dust Grey degradable waste Site Total 1268.5
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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 200 Visitors 30 15 5.4 9.6
Therefore, Total expected MSW: 1298.50 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 LANDSCAPING & HORTICULTURE Natural landscaping is also referred to as sustainable landscaping. It stresses the use of native plants that are beautiful, hardy and that also benefit the local environment. Native plants are especially good at preventing soil erosion, reducing flooding, sustaining wildlife and filtering out harmful pollutants in the soil. Natural landscaping offers a way to reduce the use of chemical pesticides and fertilizers, while introducing natural techniques that are safer for the long-term health of the community. The Parks, Green Belt, Roadside and Peripheral Plantation is Proposed on 2696.95 m2 area. No of trees required = 17971.6/ 80 = 224.64 i.e, 225 no of trees. No of trees proposed to be planted = 299 at the spacing of 3m x 3m.
Table 11: Details/ Distribution of Tree Plantation SHRUBS/ HERBS TO BE PLANTED Avenue Trees: Azadirachta indica (neem), Polyalthia longifolia, Dilbergia sisoo, Cassia semea, Tecoma urgentia, Ficus pilkhan, Ashoka, Babool,Papaya,Mango. Shrubs: Malphigia, Hamelia pattens, Ixora, Duranta golden, Ficus longisland, China orange, Cophia, Fercaria, Rosa, Mirabilis jalapa, Calendula officinalis. Creepers: Bougainvellas, Tecoma grandiflora, Ficus repens, Epipremnum aureum
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 2696.95 m2with 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 Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 32 Development of Surya Shyam Apartments Lucknow
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.
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CHAPTER 7: EMERGENCY PREPAREDNESS PLAN
7.1 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 N.B.C. 2016& Amendment NBC 2016, applicable Standards and Local Fire Regulations so that in case of fire in any area it can be immediately detected and required measures can be taken to fight it.
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 residential building as subject to the compliance of the following fire safety recommendations: 1. Access: It must be ensured that the access roads all around the building must be kept clear all the time for free movement of fire engines and 4.5 m head clearance shall be provided. The access internal road shall be provided as per approved plan.
2. Exit Requirements: Exit requirements shall be in accordance with provision as per National Building Code of India Part – IV (Clause 8.1 to 8.15.1). (a) Means of escape/exit shall be continuous and unobstructed way of exit travel from any point in the building to a public way. All exit doorways shall open towards means of escape that is away from, but shall not obstruct the travel along any exit. No door when opened shall reduce the required width of staircase/corridor/passage way. (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
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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. 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. Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 35 Development of Surya Shyam Apartments Lucknow
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. Overhead Water Tank: An overhead water storage tank of 1500 KLD capacity has been provided to meet out the regular water demand of the residents, staff and visitors. 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 storage system in form of a tank shall be provided to store 14.98 KLD water for fire-fighting as an alternative source of water supply.
10. Stationary Fire Pump: Two electrically driven pumps – one each for Wet Riser and sprinkler system with 70 meters head shall be provided for wet riser and sprinkler system so as to give adequate pressure of 3.5 kg/cm2 at the farthest point. The standby diesel engine driven pump of similar capacity and the two-jockey pumps – one each for wet riser and sprinkler system shall be installed. Al the pumps shall be automatic in operation shall be provided. The pumps shall have positive suction.
11. Automatic Sprinkler System: The system shall be installed in entire building in accordance with BIS 15105/2002. Flow alarm switch/gang shall be incorporated in the installation for giving proper indication/sound. The pressure gauge shall also be provided near the testing facility. The entire system including pump capacity & head, size of pipe network, housing control panel etc. shall be provided in accordance to relevant code. Fire service inlet shall also be provided at ground floor level. Testing/flashing facilities shall be provided at each floor. The wielding shall not be done for the pipe less than 50 mm diameter.
12. Wet Riser: The wet riser system shall be provided in the building as per NBC -05 standards.
13. Hose Boxes, Fire Hose, and Branch Pipe: Hose boxes of suitable dimension shall be provided near each internal hydrant. Its design shall be such that it can be readily opened in an emergency. Each box shall contain two lengths of 63 mm diameter, 15 m length, rubber lined delivery hoses conforming to IS:636 complete with 63 mm instantaneous coupling conforming to IS:903 and short branch pipe conforming to IS:903 with a nozzle of 16 mm diameter.
14. Hose Reel: A hose reel near each internal hydrant containing 30 m of length of 20mm bore terminating into a shut-off nozzle of 6.5 mm outlet connected directly to riser shall be provided. This will conform to IS: 3844.
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15. Automatic Detection System: Automatic fire detection (smoke/heat) shall be provided in all the areas of the building and shall conform to IS: 2189/1999.
16. Portable Fire Extinguishers: The portable fire extinguishers of water CO2 type and CO2 type ISI mark shall be provided as marked on the plans. The number of the fire extinguishers may have to be increased later when the layout of the partition etc. is known. All the fire extinguishers will be installed and maintained in accordance with IS: 2190-1992.
17. Public Address System: The public address system shall be provided having loud speakers on each floor level at strategic location. The microphone, amplifier and control switches of public address system shall be installed in the fire control room.
18. Lighting Protection: The lighting protection shall be provided in the building as per IS: 2309.
19. Intercommunication System: An emergency inter-communication system shall be provided in the entire complex. The instrument shall be provided in the common areas on each floor.
20. Yard Hydrants: Yard hydrants shall be provided in the building as per BIS specifications.
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CHAPTER 8: 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 at Surya Shyam apartments at Raebareli road development will be done in plot area of 19219 m2. 2. State Electricity Board(SEC) will provide necessary power demand of 2500 KVA to meet the requirement of the proposed project 3. The water demand shall be 179.50 KLD managed by using water through 02 nos. of Tube well with submersible pump in the premises. 4. The daily fresh water requirement would be 119.83 KLD and 60.24 KLD treated water shall be utilized for flushing and landscaping after treatment in a Sewage Treatment Plant of 250 KLD capacity proposed by the proponent. Balance water will be used for gardening, car washing & cleaning requirement 5. The rain water harvesting will improve ground water quality. Six (6) 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 1298.50 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, Green belt Plantation in 2696.75 m2 area of the ground with a varieties of shrubs & trees. 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.
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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
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9.0 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 Township & Area Development 05 Thermal Power Plants 03 Highways 15 Sugar industry 13 Mineral Beneficiation 02 Chemical Fertilizers 04 Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 40 Development of Surya Shyam Apartments Lucknow
Pulp & Paper Industry 03 Leather Industry 03 Textile Industries 03 Airport 04 Electroplating & Metal Coating 04 Food Processing 04 Minor Mineral Mining 200 Major Mineral Mining 60
PERSONNEL SAWEN is a group backed by the vision of experienced and dedicated scientists, engineers, and management professionals having expertise in the field of Environment, Civil, Architecture, Structural Engineering, Chemical Engineering, Agricultural, Horticultural, & Rural Development & Road Rehabilitation Projects.
EIA COORDINATORS
S. No. Name 1 Dr. Rajesh Kumar Singh M.Sc.(Chem.) Ph.D. (Chem.) 2 Satyendra Singh M.A 3 Dr. Arpita Sinha M.Sc. (Env. Science), Ph. D. (Env. Science), PGD Env Protection Law NET -Lectureship PGD Env. Protection Law NET-Lectureship 4. Dr. Rajendra Kumar Sharma Ph.D. (Geology) RQP Approved
FUNCTIONAL AREA EXPERTS
Functional Area/s Applied for (as per abbv. S. No. Name given below) In-house expert/s Air Pollution Control Water Pollution Control 1 Dr. Rajesh Kumar Singh Air Quality Modeling Risk & Hazard management 2 Dr. Dharam Raj Singh Soil Science
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Functional Area/s Applied for (as per abbv. S. No. Name given below) Solid & Hazardous Waste Management Dr. Arpita Sinha Noise 3 Soil Science Ecology & Biodiversity 4 Er. Naveen Kumar Singh Hydrology, ground water & Conservation 5 Dr. R.K. Sharma Geology 6 Mr. Satyendra Singh Socio-Economic Empanelled expert 7. Rama Shanker Shukla Land Use 8. Hydrology, ground water & Conservation Ritendra Kumar Agarwal Geology
TESTING LABORATORY Experience Academic and Professional related to Name Designation Qualifications* present work (in years) Ph. D. Chemistry (Organic) Dr. R. K. Singh Managing Director M. Sc. Chemistry (Organic) 17 years
Ph. D Environmental Sciences Management M. Sc. Environmental Dr. Arpita Sinha Representative/ Quality Sciences 08 years Manager P.G. Diploma (Environmental Protection Law) LL.B. B.SC. (Zoology & Botany) P.G. Diploma Deputy Quality Mr. S. K. Singh (Environmental Protection Manager 14 years Law) Diploma in Rural Development Mrs. Kalpana Lab Incharge / M. Sc. Chemistry (Organic) 20 years Singh Technical Manager B. Sc. (Chemistry & Botany)
Mr. Pramod M. Sc.– Chemistry (Organic) Lab Incharge 05 years Kumar Tiwari B. Sc. (Chemistry & Botany)
M. Tech. Environmental Er. Mausami Environmental Officer Engineering 02 years Sonker (Admin)
Mr. Sumit Singh Lab Chemist 01 year
Environment Consultant: - M/s Sawen Consultancy Services Pvt. Ltd., Lucknow Page | 42 Development of Surya Shyam Apartments Lucknow
B. Sc. (Chemistry & Botany)
M. Tech. Environmental Er. Indresh Singh Lab Chemist Engineering 03 years
Ms. Sandhya B. Sc. (Chemistry & Botany) Lab Chemist 01 year Singh Mrs. Sarita Singh Chemist B. Sc. (Chemistry & Botany) 06 months
Field Leader Mr. Anurag Singh B. Sc. (Chemistry & Botany) 02 Years Monitoring
-End of Project Report
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