CONCEPTUAL PLAN. CENTRAL PUBLIC WORKS DEPARTMENT (CPWD) GPOA Project Division Near Rajiv Nagar Thana Aashiyana Digha Road PATNA FOR

Transcription

1 Annexure - I CONCEPTUAL PLAN. FOR GENERAL POOL RESIDENTIAL ACCOMMODATION (GPRA) (A Project of Ministry of Urban Development, Govt. of India) DIGHA, PATNA OF CENTRAL PUBLIC WORKS DEPARTMENT (CPWD) GPOA Project Division Near Rajiv Nagar Thana Aashiyana Digha Road PATNA

2 INDEX Contents Page No. 1.0 Introduction Project Location & Connectivity Project Details & Facilities Project Components Water Requirement & Availability Parking Requirement & Availability Power Requirement & Availability Measures for Water & Energy Conservation Fire Fighting Facilities Environmental Management Plan Disaster & Emergency Management Plan Green Belt & Landscaping Environmental Monitoring Programme Environmental Budget 15

3 1.0 INTRODUCTION ; The demand for residential accommodation at Patna has been made by the officials of Central Govt. from time to time. No General Pool Residential Accommodation (GPRA) exists at Patna till date although officials of 20 departments of Central Govt. are working at Patna. To fulfill the need of GPRA based on demand survey, a piece of land measuring 6.49 Acre at Digha, Patna, Bihar was purchased from Bihar State Housing Board, Govt. of Bihar in 2007 for construction of GPRA quarters. The possession of the land was taken by CPWD in 2008 and fencing work with boundary wall was completed in 2009 to protect this Govt. Land. The proposal for construction of GPRA at Digha, Patna was initiated in 2009 for getting in principal approval / NOC of Ministry of Urban Development, Govt. of India. The NOC to the proposal for construction of 314 nos. (Type II-119, Type III-100, Type IV- 60, Type V-30 & Type VI-5) residential accommodation under General Pool at Digha, Patna was conveyed by Director of Estates, Ministry of Urban Development vide No. D- 1018/10/2007-Region Dt: The proposal to construct 314 No. quarters is the maximum permissible population on the available GPRA site as per local building byelaws. As per EIA Notification 2006 and amendments thereof, All building and construction projects are listed as Sl. No. 8 (a) and categorized as B2 category project having built-up area more than 20,000 Sq. M. Moreover, as per requirement of EIA Notification 2006 Construction of new projects or activities or the expansion or modernization of existing projects or activities listed in the Schedule to this notification entailing capacity addition with change in process and or technology shall be undertaken in any part of India only after the prior environmental clearance from the Central Government or as the case may be, by the State Level Environment Impact Assessment Authority. In view of the above statutory requirements CPWD has embarked upon obtaining prior Environmental Clearance from State Level Environment Impact Assessment Authority, Bihar before start of any construction activity. Conceptual Plan For Proposed General Pool Residential Accommodation 1

4 For the purpose of obtaining Environmental Clearance from State Level Environment Impact Assessment Authority, Bihar Form 1, Form 1A, conceptual plan and drawings & plans are being submitted herewith. 2.0 PROJECT LOCATION & CONNECTIVITY ; Proposed GPRA Residential Building Project is coming up near Rajeev Nagar Thana on Ashiyana Digha Main Road in Dist. Patna, Bihar. Project site is located on Digha Ashiyana Road which connects project site to Bailey Road (4 Km. S) & all other important places of Patna from project site. Project site is located at 3 Km. away from newly built Patliputra Railway Station. It is 6 Km. away from JP Narayan Airport. 3.0 PROJECT DETAILS & FACILITIES ; Land & Area Details of Proposed GPRA Residential Project are as under ; Particulars Details 1. Total Plot Area Sq. M. OR 6.49 Acres 2. Total Built-up Area Sq. M. 3. Block wise built-up area Block A m 2 Block B m 2 Block C m 2 Block D m 2 Block E 400 m 2 Block F 270 m 2 4. Total Parking Area Available 9960 Sq. M. (Stilt Parking only) 5. Green Belt & Landscape Area Sq. M. 6. Maxm. Height of Buildings 34.8 m. 7. No. of structures / building proposed 5 Nos. 8. Total Nos. of Residential Flats 314 Nos. Type II Type III Type IV 119 Nos. 100 Nos. 60 Nos. Conceptual Plan For Proposed General Pool Residential Accommodation 2

5 Type V Type VI 30 Nos. 5 Nos. 4.0 PROJECT COMPONENTS ; The proposed GPRA residential project consists of 314 no flats (G+10) of Type II, III, IV, V & VI. The estimate covers 4 blocks (A, B, C & D) earthquake resistant RCC framed structure. Block A consists of 4 units of Type V & VI at each floor. Block C provides 10 units of Type III at each floor. Block D provides 12 units of Type II at each floor. Electrical substation (single storeyed building) and CGHS/Shop (a double/storey building) have also been planned. 5.0 WATER REQUIREMENT & AVAILABILITY The total water requirement for the proposed GPRA Project will be approx. 245 KL/day. Fresh water requirement will be approx. 151 KL/Day and balance 94 KL/Day water will be treated recyclable water from STP. Toilet Flushing, Landscaping & Fire fighting water requirement will be met by Treated Water from STP. The fresh water will be sourced through borewells inside GPRA Premises. Secondary source of water through STP. Water Budget & Water Balance for the proposed Project are shown here ; Components Occupancy / Area Requirements as per MoEF /NBC Guidelines Actual Requirement in KLD Residential Flat Occupancy 1570 Nos. 135 Ltr./day/head Visitors (Residential Area) 235 Nos. 15 Ltr./day/head 4.0 Security & Maintenance Staff Horticulture, Landscaping & Miscellaneous 65 Nos. 15 Ltr./day/head Fire Fighting Grand Total Flushing Water Requirement (@ 30 % of Domestic consumption) 65.0 Detailed water budget & water balance given in Form 1 A. Conceptual Plan For Proposed General Pool Residential Accommodation 3

6 6.0 PARKING REQUIREMENT & AVAILABILITY Parking facility will be provided for 332 Nos. of 4 wheelers & more than 200 Nos. Two wheelers Sq. M. area is allocated as Total Parking Area in the stilt area of the proposed buildings. 7.0 POWER REQUIREMENT & AVAILABILITY The estimated power for the proposed GPRA project is approx KVA, based up on average power requirement of 4.2 Watts per sq. ft. of Built-up Area for the project, considering the specified power distribution and load factors. Although the power supply to the project would be from South Bihar Power Distribution Co. Ltd. but in case of any power failure, the power back-up system is also provided. Power Back up during failure will be met by 2 Nos. 200 KVADG sets for emergency services only. DG Sets are equipped with heat exchanger cooled engines. Microprocessor based Auto-Synchronization, AMF & Load management Panel will automatically start, stop, select, operate & Synchronize the DG sets to cater the demand load requirement to economize fuel consumption. The height of exhaust stacks of DG Sets will be provided as per the prevailing specifications of the MoEF, Govt. of India. Waste lube oil from DG Sets will be stored as per the specifications and sold to authorize agencies only as per requirement of Hazardous Waste (Management, Handling & Transboundary Movement) Rules MEASURES FOR WATER & ENERGY CONSERVATION ; Following initiatives are considered (if feasible within economic constraints) during the detailed engineering and planning are as under ; - Switching to low-flow toilets or installing toilet tank fill diverters - Use of variable frequency drives for optimisation of energy usage. - Installation of low-flow sink aerators - Switching to compact fluorescent light bulbs and use of sensors and/or timers for areas that are infrequently used. - Procurement of amenity products that contain recycled material. Recycled paper products (with high post-consumer recycled content) that are either unbleached or bleached using a chlorine-free process will be given preference. Conceptual Plan For Proposed General Pool Residential Accommodation 4

7 - Use of least toxic cleaners, sanitizers, paints, pesticides etc. and ensuring all chemicals are stored safely in a well ventilated area. - Monitoring and tracking rates of energy and water use. Making repairs or replace equipment when rate changes indicate problems. - Creating an incentive program to encourage staff to participate in and improve upon environmentally friendly practices. 9.0 FIRE FIGHTING FACILITIES ; Buildings of proposed GPRA project are provided with adequate nos. of Fire Hose Cabinets at each level, comprising of 1 Fire Hose Reel drum with rubber hose and nozzle, single outlet landing valves, 2 lengths of 63mm dia hose with male and female coupling, a branch pipe and a fireman s axe. In addition to this, wall mounted hand held type fire extinguishers will also be placed at suitable locations. Moreover, project authorities had applied for the statutory fire approval from the concerned regulatory authority. Recommended measures by the said authority will be followed during the operational phase of the project. The following provisions will be made for combating fire hazards ; Fire Water Tank & Pump Room Hydrant System & Wet Riser Piping Sprinkler System Fire Alarm System Fire Control Room 10.0 ENVIRONNEMENTAL MANAGEMENT PLAN ; 10.1 Water Pollution Management ; Construction Stage During the construction stage, Runoff from the construction site will not be allowed to stagnant (water logging). It will be ensured that water required will be used judiciously by taking various measures as follows : Conceptual Plan For Proposed General Pool Residential Accommodation 5

8 - Avoiding overflow while filling the water storage tanks. - Prompt attention to the leakages in water storage tanks, if any - Use of pressure hoses for curing of concrete for reducing water consumption - Keeping all taps / faucets closed when not in use - Appropriate sanitation facilities will be provided for the workers to reduce impact on water quality. - No construction wastewater will be discharged directly into the land, storm water drain or into the river. A couple of Sediment trap will be constructed during the construction stage, where all construction wastewater will be discharged. After the sedimentation of the construction wastewater, the comparatively cleaner water will be recycled & reused in construction activities. Operational Stage The total water requirement for the proposed project will be approx. 245 KL/day. Fresh water requirement will be approx. 151 KL/Day and balance 94 KL/Day water will be treated recyclable water from STP. Toilet Flushing & Fire fighting water requirement will be met by Treated Water from STP. The fresh water will be sourced through borewells within premises of GPRA Project. WASTE WATER TREATMENT ; Approx. 179 KLD domestic effluent will be generated from the proposed GPRA buildings. All these effluent will be sent to 200 KLD capacity STP inside GPRA premises for treatment. The process of treatment is as under ; Sewage Treatment Plant (STP) based on MBBR (Moving Bed Bio Reactor) Technology of 200 KLD will be installed for treatment of domestic waste water. In this process the sewage will flow via gravity through a bar screen chamber & Grit Chamber to an Equalization Tank. A bar screen shall be provided at the inlet point in the bar screen chamber and the waste water will flow through this bar screen in to the Tank. Bar screen shall be so designed that it can be cleaned manually from outside the Tank, The sand, mud and minute particles from the Grit Chamber would have to be removed manually. Conceptual Plan For Proposed General Pool Residential Accommodation 6

9 Waste water from the equalization tank shall be transferred by means of Pumps in to the MBBR (MEDIA BED BIO REACTOR) tank where it will be mixed with living organism also called MLSS (Mixed Liquor Suspended Solids) in presence of air & air shall be introduced through submerged air diffusers (MLSS in aeration tank shall be maintained Mg/L). The MBBR system shall be designed in a way so as to achieve complete mixed or organisms with raw sewage. After achieving a complete mixing of organism over a retention period of 8-10 hrs, the effluent would flow via gravity in to the Tube settler. In the tube settler, PVC Tube Media would be provided to enhance setting of the sludge with attached setting process. Through the use of the baffles the liquid in the Tube Settler is maintained in quiescent condition with allows the solids to settle to the bottom for collection. The accumulating solids know as Sludge shall be constantly pumped back in to the MBBR tank by sludge recycle pumps. This return sludge undergoes further digestion in the aeration tank and also provides the active organism needed to digest the incoming raw sewage. The Tube Settler shall be provided with adjustable overflow weir to collect the treated effluent and a scum baffle shall keep any floating mater from passing out in the final treated water. Treated water from Tube settler shall over flow in to the chlorine contact tank where hypochlorite solution shall be added to disinfect the treated water. Excess sludge from the bottom of the Tube Settler shall be passed to sludge drying bed / sludge holding tank for disposal. The treated effluent will be of suitable quality for use in landscape irrigation & Fire Water Tanks. 65 KLD Treated water will be reused for flushing purposes, 8 KLD for irrigation of Green Belt & landscaping within the project areas & 20 KLD will also be stored in Fire Water Tanks for emergency purpose. Balance effluent from the above will be discharged to municipal drains. Expected characteristics of Treated water is as under ; Conceptual Plan For Proposed General Pool Residential Accommodation 7

10 Parameters General Standards as per Schedule VI of E(P) Rules for Irrigation of Land Expected Conc n. (mg/l.) 1. ph Suspended Solids mg/l., mg/l. < BOD ( 3 days at 27 0 C), mg/l mg/l. < COD, mg/l. Not Specified < Oil & Grease, mg/l. 1.0 mg/l. <5.0 Rainwater Harvesting ; Rain water from all around the premises will be recharged to ground water aquifer through recharge pits within the proposed residential building project area. RAIN WATER HARVESTING POTENTIAL OF PROPOSED BUILDING PROJECT :- Water Harvesting Potential = Average Annual Rainfall (m.) x Collection Efficiency ( R ) Collection Efficiency = Area of the Catchment (m 2 ) x Run Off Coefficient ( A) ( C ) - Average Annual Rainfall Data (as er IMD Data) : 1041 mm. i.e m. - Roof Surface Catchment Area : m 2 - Runoff Coefficient for roof surface = Rainwater Harvesting Potential of Roof Area = R x A x C = 1.04 x x 0.85 = 3716 M 3 - Roads & Paved Surface Catchment Area : m 2 - Runoff Coefficient for Paved Area = Rainwater Harvesting Potential of Paved Area = R x A x C = 1.04 x x 0.50 = 5400 M [B] Conceptual Plan For Proposed General Pool Residential Accommodation 8

11 - Open Catchment Area : 5000 m 2 - Runoff Coefficient for Open Catchment Area = Rainwater Harvesting Potential of Open Area = R x A x C = 1.04 x 5000 x 0.25 = 1300 M [C] - Green Belt Catchment Area : 6680 m 2 - Runoff Coefficient for Green Belt Area = Rainwater Harvesting Potential of Green Belt Area = R x A x C = 1.04 x 6680 x 0.35 = 2431 M [D] - Therefore, Total Annual Water Harvesting Potential = A+ B + C + D = = M AIR POLLUTION ; Construction Stage Air Quality around the project site will be adversely impacted during construction stage. Various construction activities especially related to handling of loose material like to cause generation of fugitive dust, that adversely impact the air quality of the surrounding area of the project site. To minimize such impact following measures will be taken : All the loose material either stacked or transport will provide with suitable covering such as tarpaulin, etc. Water sprinkling will be done at the location where dust generation anticipated. To minimize the occupational health hazard, proper personal protective gears i.e. nose mask, ear plugs & safety helmets etc. will be provided to the workers who are engaged in dust generation activity Operational Phase ; During operation stage of Proposed Project major sources of air pollution will be Vehicular Emission & Emission form DG Set operation. Following measures will be adopted to minimize air pollution ; Conceptual Plan For Proposed General Pool Residential Accommodation 9

12 Over view of Air Pollution Control Measures Source 1. DG Sets Air Pollutants PM, SO 2 & NO 2 Control Measures Stack height of DG Sets will be kept as per guidelines of CPCB/MoEF for wider dispersion of pollutants. DG Sets will be equipped with Exhaust Muffler & Acoustic Enclosures for minimizing air & noise pollution. 2. Vehicles PM, SO 2, NO 2, CO & HC For smooth movement of vehicles & to reduce dust level existing Internal roads will be properly maintained. Informatory sign will be displayed to encourage vehicle owners to maintain their vehicle and follow the emission standards fixed by Government Authorities Green belt & landscape will be developed and maintained to achieve a hygienic air environment AMBIENT NOISE MANAGEMENT ; Construction Phase ; - Equipment generating minimum noise and vibration will be selected for construction phase. - Vehicles and construction equipment with internal combustion engines will be provided with proper silencers and mufflers in order to reduce noise levels. - Requisite compliance requirements from contractors for their equipment will be communicated to them before commencing construction. - To prevent the hearing damage to construction workers, they will be provided with ear plugs and muffs and job rotation will also be practiced. - Emphasis on carrying out the construction work during day time only. Conceptual Plan For Proposed General Pool Residential Accommodation 10

13 Operational Phase ; During the operational phase, noise will be generated from the DG sets, compressors, pump rooms & vehicles movement. The DG set room, compressors and pump room will be isolated from the outside environment and proper acoustic arrangements will be made to control the noise generated. The noise levels outside these rooms will be maintained within the stipulated norms both during the day and night time. It shall be ensured that the new DG sets to be installed for the proposed project shall comply with all applicable environmental regulations for noise. The DG set shall have an acoustic enclosure and an exhaust muffler that will ensure minimum of 25 db(a) insertion loss. Plantation and landscaping will be designed to ensure that there is a green belt all around the project area so that further noise attenuation is achieved. Overall design of facilities, equipment, layout and landscaping is done with a view to maintain pre-project noise level in the post project stage also. All efforts will be made to maintain the noise level within the project premises around db(a) in day time & db(a) during nigh time. Moreover, green belt within the proposed Project Premises will also act as barrier for outside noise SOLID & HAZARDOUS WASTE MANAGEMENT ; Construction Phase ; No flammable / hazardous materials will be handled, stored or used beyond the Threshold Limit of MSIHC Rules at Construction site of proposed medical college project. - Wherever possible, hazardous raw materials will be substituted by non-hazardous materials e.g. cleaning solvents can be replaced with biodegradable cleaners and substitution of water based paints for oil based ones. Conceptual Plan For Proposed General Pool Residential Accommodation 11

14 - On-site recycling of all waste solvents / thinners and oils and off-site recycling of paint, thinner, solvent wastes and waste oil will be carried out. Segregation and storage of waste paints and thinners, contaminated rags and brushes will be carried out to facilitate recycling and reuse. - Vehicle maintenance area shall be designed to prevent contamination of ground water by accidental spillage of oil. - Appropriate inventory control of all hazardous materials will be maintained. - It will be ensured that concerned contractors follow prescribed directions regarding the above. Operational Phase ; The collection, transportation and disposal of the solid waste generated during the operation phase of the proposed medical college project will be done as per the Municipal Solid Wastes (Management & Handling) Rules, 2000 (MSW Rules). During operational phase approx. 588 Kg/day solid waste will be generated from proposed project in the form of pantry waste & other domestic waste. (@0.36 Kg per capita). These generated solid waste will be first segregated as plastic, glass, paper and other waste separately and disposed off as per MSW Rule, The plastic, kitchen waste, glass and paper waste may be collected by private vendors for recycling / disposal. Sludge generated from STP (after drying) shall be filled in HDPE bags and used as manure for gardening purpose / sold as per standard practice. The used Spent Oil from DG sets would be carefully stored in HDPE drums in isolated covered facility and disposed off through CPCB/BSPCB authorized recyclers as per guidelines of Hazardous Waste (Management, Handling & Transboundary Movement) Rules Conceptual Plan For Proposed General Pool Residential Accommodation 12

15 Adequate number of collection bins separate for biodegradable and non-biodegradable waste will be provided as per The Municipal Solid Waste (Management and Handling) Rule, Waste from such bin will be collected separately on daily basis. Three-bin system will be adopted. Storage facilities will be created and established by taking into account quantities of waste generation in a given area and the population densities. Different coloured bins for different categories of wastes will be provided. Three colour of wheeled bins: - dark grey for non-recyclable waste, green for kitchen food/ compostable garden waste and blue for paper. In addition, boxes must be provided for the collection of other recyclable materials; a green box is used for paper and a black box is used for cans and plastic collections. All the generated solid waste collection & disposal will be done through Govt. Agencies. HAZARDOUS WASTE MANAGEMENT ; Hazardous waste generation during construction period comprises of lead acid batteries, wood dust, admixtures, sealants, adhesives, cement bags, cartoons, containers, plastic covers, PVC, Fluorescent Lamps, electrical parts. All these generated wastes will be either sold back to authorized recyclers or disposed off through authorized vendors. The used Spent Oil from DG sets would be carefully stored in HDPE drums in isolated covered facility and disposed off through CPCB/BSPCB authorized vendors as per guidelines of Hazardous Waste (Management, Handling & Transboundary Movement) Rules DISASTER & EMERGENCY MANAGEMENT PLAN Emergency prevention through good design, operation, maintenance and inspection are essential to reduce the probability of occurrence and consequential effect of such eventualities. However, it is not possible to totally eliminate such eventualities and random failures of equipment or human errors, omissions and unsafe acts cannot be ruled out. An essential part of major hazard control has therefore, to be concerned with mitigating the effects of such Emergency and restoration of normalcy at the earliest. Conceptual Plan For Proposed General Pool Residential Accommodation 13

16 The overall objective of an Emergency Response Plan (ERP) is to make use of the combined resources at the site and outside services to achieve the following: 1. To localize the emergency and if possible eliminate it; 2. To minimize the effects of the accident on people and property; 3. Effect the rescue and medical treatment of casualties; 4. Safeguard other people; 5. Evacuate people to safe areas; 6. Informing and collaborating with statutory authorities; 7. Initially contain and ultimately bring the incident under control; 8. Preserve relevant records and equipment for the subsequent enquiry into the cause and circumstances of the emergency; 9. Investigating and taking steps to prevent reoccurrence The ERP has therefore to be related to the identification of sources from which hazards can arise and the maximum credible loss scenario that can take place in the concerned area. The plan takes into account the maximum credible loss scenario-actions that can successfully mitigate the effects of losses/emergency need to be well planned so as they would require less effort and resources to control and terminate emergencies, should the same occur RESPONSE IN CASE OF EARTHQUAKE Response Procedures for Occupants If indoor 1. Take shelter under heavy furniture or against an inside wall and hold on 2. Stay inside: the most dangerous thing to do during the shaking of an earthquake is to try to leave the building because objects can fall on you. If outdoors Move into open, away from building, streetlights and utility wires. Once in the open, stay there until the shaking stops. After the quake 1. After the quake be prepared for aftershocks Conceptual Plan For Proposed General Pool Residential Accommodation 14

17 2. Although smaller than the main shock, aftershocks cause additional damage and may bring weakened structures down. Aftershocks can occur in the first hours, days, weeks or even months after the quake. Help injured or trapped persons: 1. Give first aid where appropriate. Do not move seriously injured persons unless they are in immediate danger of further injury. Call for help. 2. Remember to help those who may require special assistance-infants, the elderly and people with disabilities. 3. Stay out of damaged buildings. 4. Use the telephone only for emergency calls. Response Procedure for Emergency Team 1. Formulate an Emergency Response Team for earthquake response. 2. Using the public address system, inform residents of response procedures discussed above. 3. Inform the necessary authorities for aid. 4. Ensure no residents are stuck beneath any debris, in case of a structural failure. 5. Ensure that all residents standing outside near the buildings are taken to open areas. 6. Ensure that the first aid ambulance and fire tender vehicles are summoned if necessary. 7. Inform the nearby hospitals if there are any injuries. 8. Check the utilities and storage tanks for any damage RESPONSE FOR GAS LEAKAGE 1. The affected area should be evacuated and cordoned off immediately. 2. Initiate an emergency response team for Gas leakage. 3. Ensure that only concerned personnel are present in the affected area and all other personal and visitors are moved to the nearest assembly points. 4. Rescue trapped personnel, also check if any personnel are unconscious in the area and immediately move them outside and provide first aid. Ambulance should be summoned to take injured personnel to the nearest hospital. Conceptual Plan For Proposed General Pool Residential Accommodation 15

18 5. Personnel in the nearby buildings to close all doors and windows to prevent entry of the leaked gas. 6. Source of leakage to be traced and isolated from all the other areas. And if required use pedestal fans to bring down the gas concentration. 7. In case of a fire follow the instruction in case of fire RESPONSE IN CASE OF FIRE 1. Required response during in the event of a fire should be described in signs located in the lobby. 2. Inform the Fire department. 3. If the fire is small, engage in extinguishing the fire using the nearest fire extinguisher. 4. The emergency response team will provide immediate relief to the injured residents at the scene of incident. Any injured persons should be evacuated on priority to the dispensary or one of the nearest hospitals based on their conditions Instructions for the Occupants- 1. Get out of buildings as quickly and as safely as possible. 2. Use the stairs to escape. When evacuating, stay low to the ground. 3. If possible, cover mouth with a cloth to avoid inhaling smoke and gases. 4. Close doors in each room after escaping to delay the spread of the fire. 5. If smoke is pouring in around the bottom of the door or if it feels hot, keep the door closed. 6. Open a window to escape or for fresh air while awaiting rescue. 7. If there is no smoke at the bottom or top and the door is not hot, then open the door slowly. 8. If there is too much smoke or fire in the hall, slam the door shut. 9. Stay out of damaged buildings. 10. Check that all wiring and utilities are safe GREEN BELT & LANDSCAPING ; Good green belt & landscape will be developed within the premises of GPRA Project. Mostly native species are planted. Decorative trees and hedges will be planted along Conceptual Plan For Proposed General Pool Residential Accommodation 16

19 pedestrian pathways. An area of Sq. M. has been allocated within the proposed GPRA residential building project premises for green belt & landscaping development ENVIRONMENTAL MONITORING PROGRAM ; It is imperative that the Managing Authority of GPRA Project set up regular monitoring stations to assess the ambient levels in relevant areas of environment before as well as after the commissioning of the proposed project. An environmental monitoring programme is important as it helps to indicate warnings of the development of any alarming environmental situations, and thus, provides opportunities for adopting appropriate control measures. The monitoring programme in different areas of environment are outlined below ; POST PROJECT ENVIRONMENTAL MONITORING PROGRAM Area of Monitoring Frequency of sampling Parameters to be Analyzed Ambient Air Quality Quarterly PM 10, PM 2.5, SO 2, NO 2 & CO Monitoring of DG Set Stack Emission Quarterly PM, SO 2, NO 2 Ground Water Quality Monthly As per IS 10500:2012 Effluent sample before & after STP Noise Monthly Quarterly i.e. once in three months In accordance with EPA, 1986 and requirement of Central Pollution Control Board (CPCB) Ambient Equivalent continuous Sound Pressure Levels (Leq) at Day and Night Time 14.0 ENVIRONMENTAL BUDGET ; Environmental Component & Frequency of Monitoring Monitoring of Ambient Air Quality at 3 locations within Expression Exotica (Quarterly) Monitoring of DG Set Stack Emission (Quarterly) Charges (Rs.) as prescribed by Bihar State Pollution Control Board (BSPCB) / CPCB Total Amount / Annum , * 2(no.) = , Conceptual Plan For Proposed General Pool Residential Accommodation 17

20 Monitoring of Ambient Noise Level (Quarterly) , Testing of Treated & Untreated Domestic 2000 * 2 (no.) = , Effluent (Monthly) Testing of Ground Water Sample(Monthly) for * 1 (no.) = , parameters Green Belt Development & Maintenance ,00, TOTAL AMOUNT / Annum 2,92, Apart from above Rs. 1,00,000/= will be incurred for obtaining Consent to Establish (NOC) under Sec. 25 & 26 of The Water (Prevention & Control of Pollution) Act 1974 and under Sec. 21 of The Air (Prevention & Control of Pollution) Act 1981, from Bihar State Pollution Control Board, Patna. - Rs. 1,40,000/= will be incurred for obtaining Consent to Operate, under Sec. 25 & 26 of The Water (Prevention & Control of Pollution) Act 1974 and Rs. 1,40,000/= for obtaining Consent to Operate under Sec. 21 of The Air (Prevention & Control of Pollution) Act 1981, for the period of 3 years from Bihar State Pollution Control Board, Patna. * * * * * Conceptual Plan For Proposed General Pool Residential Accommodation 18