ENVIRONMENTAL MANAGEMENT PLAN 1.0 Introductionenvironmentclearance.nic.in/writereaddata/FormB/EC/EIA_EMP/... · Buchi Naidu Kandriga Mandal, , Chittoor District, Andhra Pradesh. ...

Environment Management Plan

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ENVIRONMENTAL MANAGEMENT PLAN 1.0 Introduction Veltech University was born in 1997 under the R.S. Trust founded by the Educational-Philanthropic Personalities- Dr.R.Rangarajan and Dr. Sagunthala Rangarajan, the Founder President and Foundress respectively. The university has since grown persistently over the years impacting student lives under the able guidance and leadership of the founder couple. Veltech University history speaks out loud the growth of the University over the years by the uncompromising vision, leadership and guidance of the founder couple and matured as the Best University in India u/s 3 of UGC Act, 1956 in 2008. Since then it has been sprawling its wings not only in horizontal and vertical but also in all dimensions. Presently the university has been marching towards its goal by achieving all-round excellence. A committed group of well qualified faculty members have also been striving hard to achieve the vision of the university through concurrent achievement of the mission. Now R.S. Trust proposed to establish a Hospital with medical college & hostels under Veltech University in an area of 26.43 acres in Chellamambapuram Village, Buchinaidu Kandriga Mandal, Chittoor district, A.P. As per EIA notification S.O.1533 issued on 14th Sep 2006 and its subsequent amendments the proposed project is falling under Project /Activity 8(a) Building and Construction Projects, Category B (built-up area >/= 20000 m2 and < 150000 m2) and requires Environmental Clearance (EC) from SEAC/SEIAA, AP. 2.0 Location and Project Features

The proposed project is construction of Hospital & College buildings. Srikalahasti – Tada Road is passing adjacent to the project site. NH-5 is passing at 21.7 km. The project is planned and designed as per the regulations and procedures laid down by the local authority. Google image of the project site and the surrounding features is shown in Fig – 1. The project site is located Chellamambapuram Village, Buchi Naidu Kandriga Mandal, Chittoor District, Andhra Pradesh. Location map of the project site is shown in Fig – 2. Project site is located at 130 43’ 52.16” N latitude and 800 32’ 42.46” E longitude and is falling in the Survey of India Toposheet No. 65D/11. Topographical Map showing 10 km radius around the project site is shown in Fig – 3.

https://www.veltechuniv.edu.in/


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Vijaywada Railway station is at 1.5 km from the project site. Nearest airport is Gannavaram Airport, at 18 km (ESE).

FIG – 1: GOOGLE IMAGE SHOWING PROJECT SITE


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FIG – 2: LOCATION MAP

PROJECT SITE


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FIG – 3: TOPOGRAPHICAL MAP SHOWING 10 KM RADIUS


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2.1 Site Photographs The project is in a total plot area of 106960.70 Sq. m. (26.43 Ac.) The site is well connected through Srikalahasthi – Tada Road. Photographs of the proposed project site are shown in Fig – 4.

FIG – 4: PHOTOGRAPHS OF THE SITE


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2.2 Details of the Project The proposed project is construction of residential apartments. Detailed Land breakup of the project is given in Table – 1 and Area Statement of the project is given in Table – 2.

Table - 1 : Detailed Land Break-up

Description Area in Ac. Area in Ha. Area in Sq. m. %

Building Area 11.01 4.46 44556.86 41.65721

Road Area 3.24 1.31 13103.36 12.2588

Green Belt 2.70 1.09 10926.75 10.21566

Parking Area 1.00 0.40 4046.94 3.783579

Open Space Area 8.48 3.43 34318.09 32.08475

Total Area 26.43 10.69 106948.64 100

Table - 2 : Area Statement Description Area in Sq. m.

Built-up area of Hospital Block (C+G+6

Floors) 1,02,200

Other Buildings in the Project :

College Building (C+G+6 Floors) 47000

Hostels & Residential Buildings

(Stilt+G+5 Floors) 50168

Administration Block & Other Facilities 18580

Total Built-up Area 2,17,948

Layout of the proposed project is shown in Fig – 5. Salient features of the project are detailed in Table – 3.


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FIG – 5 : LAYOUT OF THE PROPOSED PROJECT


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Table – 3 : Salient Features of the Project Items Details Location Chellamambapuram Village, Buchi Naidu Kandriga

Mandal, Chittoor District, Andhra Pradesh

Plot area 106960.70 m2 (26.43 Ac.)

Built up area 1,02,200 m2

Maximum height 30 m

No. of Beds in Hospital 750 No. of students in College - 750

Power requirement & source 1000 KVA from Andhra Pradesh Southern Power Distribution Company Ltd. (APSPDCL)

Water requirement & source 928 KLD

Sewage treatment Sewage treatment facility : STP of 1000 KLD is proposed

Estimated population No. of beds – 750 No. of students in college - 750 Total Population - 7375 (including visitors)

Connectivity The project is accessible through the Srikalahasti – Tada Road

Nearest Airport Renigunta Airport – 25 km (SW)

Ecologically sensitive areas (National Parks / Wild life sanctuaries / bio-sphere reserves, migratory routes within).

None within 10 km

Reserved / Protected Forest Ramapuram R.F. – 7.8 km (SW) Anjuru R.F. – 4.9 km (SE)

Nearest town Srikalahati Town – 4.2 km (W)

Nearest Habitation Project site is adjacent to Parlapalli Village

Nearest Water Bodies Swarnamukhi River – 6.5 km (SW) Kalangi River – 3.3 km (E) Gundlamadugu River – 2.9 km (SE) Telugu Ganga Canal – 5.2 km (SE)

2.3 Parking Facilities It is proposed to provide cellar parking & Open/ surface parking in the project. The parking provision follows the guidelines prescribed by the Building Policy of A.P. The number of parking spaces provided is presented in Table – 2.2.


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Table 2.2 : Parking Space Provision of the Project Land Use 4-Wheler 2-Wheeler Ambulance Hospital Cellar Parking 380 155 College Cellar Parking 163 111 Surface Parking 540 405 5 Total 1083 895 5 Required Parking for hospital & College as per GO 168, GoAP 16355

11%

Provided parking 17280 11.6% As the students, teaching staff & non-teaching staff will be staying in hostels & quarters within the premises, parking space is not much required for college. Circulation Plan : The connecting road to the site is 12 m. the widh of connecting road is 12 m with a capability of 1800 PCU. The present level of service is 0.025. The proposed project shall increase the number of trips by 75. The level of service of connecting road shall reduce from 0.025 to 0.065 and the LOS class A (Excellent).

Generated Traffic – Modified LOS & Performance Road Existing

Volume, PCU/hr.

Existing volume/ Capacity

Additional Volume

Modified Volume

Modified Volume/ Capacity

Modified LoS & performance

Srikalahasti – Tada Road

45 0.025 75 120 0.067 “A” Excellent

Circulation Plan : Spinal Road : 12 m. Sub-Arterial Road : 9 m Connecting Road : 12 m. ROW 2.4 Population Details The total population of proposed project (residents + visitors) has been estimated around 1634 persons.


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3.0 METEOROLOGICAL DATA Dispersion of different air pollutants released into the atmosphere has significant impacts on neighborhood air environment. The dispersion/ dilution of the released pollutant over a large area will result in considerable reduction of the concentration of a pollutant. The dispersion in turn depends on the weather conditions like the wind speed, direction, temperature, relative humidity, mixing height, cloud cover and also the rainfall in the area. Normally the impacts surrounding the project site are studied in detail. a. Temperature

The diversity of the physical features results in a corresponding diversity of climate. The maximum temperature is 43.9°C observed in May month and minimum is 14.1°C observed in December as per Bapatla Guntur IMD in year 1961-1990.

b. Rainfall

Predominant rainy season (Monsoon) June to September Average mean rainfall in 24 Hr. – 213.3 mm Average number of rainy days – 50 days Lean rainy periods - summer. 4.0 REQUIREMENTS OF THE PROJECT

4.1 Water Requirement and Supply System Total domestic water demand is anticipated to be 928 KLD. Domestic water requirement for the project will be met by supply from Panchayat & ground water. It is expected that the project would generate approx. 798 KLD of wastewater (@80% of the total domestic water + 100 % of Flushing). The details of water consumption and wastewater generation are shown below:

Calculation for Daily Water Requirement

No. of Units Total No. of

Persons LPCD Total Water

Requirement in KLD Beds (750 beds) 750 450 337.5 Attendant (1 person/bed) 750 45 33.75 Staff (3 shifts/day) 750 45 33.75 Visitors (1 person/bed) 750 15 11.25 Out Patients 500 15 7.5 Visitors (1 person/Patient) 500 15 7.5 Cafeteria (500 Seats) 500 70 35 Interns 10 20 135 2.7 Nursing Hostel 300 135 40.5


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Residents Quarters 115 575 135 77.625 Teaching Staff Quarters 146 730 135 98.55 Non Teaching Staff 200 1000 135 135 Students in Hostel 750 135 101.25 Lab @5 l. per patient 1250 5 6.25 Total Water Quantity

928.125 say 928 KLD

* Water requirement is as per NBC (National Building Code, 2005)

4.2 Power Requirement Total Power requirement for the project will be 1000 KVA and it will be sourced from Andhra Pradesh Southern Power Distribution Company Ltd. (APSPDCL). DG sets will be used during power failure only. One DG sets of 500 KVA will be used as emergency power backup. 4.3 Manpower requirement The maximum peak man power required for the development of proposed project during construction and occupation stages are given in below table. Skilled occupations include carpenters, electricians, plumbers, iron workers, masons, and many other manual crafts, as well as those involved in project management.

Manpower Requirement

S.No Phase Number Remarks 1 Construction Phase 250 Skilled, unskilled, supervisors, etc 2 Operation Phase 770 Security guards, STP operators, gardeners,

housemaids, electrician, plumbers, teaching staff, non-teaching staff nurses etc

5.0 ENVIRONMENTAL MANAGEMENT PLAN 5.1 Environmental Management during Construction The impacts during the construction phase on the environment would be basically of temporary in nature and are expected to reduce gradually on completion of the construction activities. 5.1.1 Air Quality Mitigation Measures Most of the construction dust will be generated from the movement of construction vehicles on unpaved roads. Unloading and removal of soil shall also act as a potential source for dust nuisance. The control measures proposed to be taken up are given below.


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Water sprinkling on main haul roads in the project area is done, this activity is

carried out at least twice a day. The duration of stockpiling of excavated mud is short as possible as most of the

material will be used as backfill material for the open cut trenches for road development.

Temporary tin sheets of sufficient height (3m) were erected around the site as

barrier for dust control. Tree plantations around the project boundary shall be initiated. All vehicles carrying raw materials will be covered with tarpaulin / plastic sheet,

unloading and loading activity was stopped during windy period. To reduce the dust movement from civil construction site to the neighbourhood the

external part of the building was covered by plastic sheets. 5.1.2 Water Quality Mitigation Measures During site development necessary precautions will be taken, so that the runoff water from the site gets collected to working pit and if any over flow is there, it was diverted to the greenbelt / plantation area. During construction activity all the equipment’s washed water was diverted to working pit to arrest the suspended solids if any and the settled water was reused for construction purposes, and for sprinkling on roads to control the dust emission, etc. The waste generated from the site work shop will be segregated like used oil, lubricants, etc. and disposed to authorized recyclers the waste like soiled cotton, paper, etc. will be disposed to municipal bins.

The domestic wastewater generated from temporary toilets used by the work force was diverted to septic tank followed by soak pit. Therefore, impact on water quality due to project would be insignificant.

5.1.3 Noise Mitigation Measures

Temporary tin sheets of sufficient height (3m) were erected around the noise generating activity or all around the project site as barrier for minimizing the noise travel to surrounding areas. Therefore, impact on noise environment due to project was insignificant.


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All vehicles entering into the project were informed to maintain speed limits, and not blow horns unless it is required. Personal protective equipment like earmuffs, helmets covering ears were provided to the workers working near noise generating equipment.

5.1.4 Solid Waste Mitigation Measures 5.1.4.1 Solid Waste generation during Construction Phase

The Quantity of waste produced by building construction industry is as follows:

Quantity of waste generated (TPM) S.no Constituent Quantity of waste generated (TPM)

1 Soil, Sand and Gravel 4.20 to 5.14 2 Bricks and Masonry 3.60 to 4.40 3 Concrete 2.40 to 3.67 4 Metals 0.60 to 0.73 5 Bitumen 0.25 to 0.30 6 Wood 0.25 to 0.30 7 Others 0.10 to 0.15

Source: http://www.tifac.org.in/offer/tlbo/rep/TMS150.htm The solid waste generated during construction period is predominantly inert in nature. However maximum effort would be made to reuse and recycle them. Most of the solid waste material will be used for filing/ levelling of low-laying areas, as road construction material, if any excess given to local contractors for lifting and dumping in low lying areas. All attempts would be made to stick to the following measures. All construction waste was stored within the site itself. Materials, which can be reused was used for construction, levelling, making roads/

pavement. Recyclable materials will be sold to the authorised recyclers.

5.1.5 Ecological Aspects

During construction period the removed top soil is stored and was used for greenbelt development. A comprehensive green belt program was planned to improve the ecological condition of the region. 5.1.6 Site Security Adequate security arrangement was made to ensure that the local inhabitants and the stray cattle are not exposed to the potential hazards of construction activities. Round the clock security personnel will be appointed to restrict entry of unwanted people to the site.

http://www.tifac.org.in/offer/tlbo/rep/TMS


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5.2 Environment Management Plan during Occupation Stage Necessary control measures were undertaken at the design stage to meet the statutory requirements and towards minimizing environmental impacts. During project implementation period special emphasis will be made on measures to minimize effluent generation and dust control at source. The specific control measures related to air emissions, liquid effluent discharges, noise generation, solid waste disposal etc. are described below. 5.2.1 Air Quality Management The main activities from the proposed project which cause air pollution are as follows:

• Sulphur dioxide and Nitrogen oxide from DG set • Dust particulates due to movement of vehicles and road sweepings

The following methods of abatement will be employed for the air pollution control. DG set will be provided with a stack height meeting MOEF Guidelines or 1 m above

the tallest structure in the project area for proper dispersion of sulfur dioxide and oxides of nitrogen.

Internal roads will be concreted / asphalted to reduce dust emissions Speed restriction will be followed within the project and speed breakers will be

provided at entry and exit points

5.2.2 Water and Wastewater Quality Management

The domestic water requirement will be 928 KLD and from that about 798 KLD of wastewater will be generated, which will be treated for reuse and or disposal. This will be treated in an STP of 1000 KLD capacity. The lab wastewater is Disinfection by Ultraviolet radiation and then send to STP for treatment. Water balance of the proposed project is shown in Table – 2.7 & Fig - 6.

Table – 2.7 : Water Balance during occupation Stage Input KLD Output KLD

Domestic water from From Panchayat/

Ground water

928 Open drains/ Excess treated water shall be utilized for flushing, development of greenery in the surrounding areas

731

Water requirement for green belt during non-monsoon

37

Losses approx. 20% 160 Total 928 Total 928


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Treatment plant for treating sewage in the project has been proposed for a capacity of 1000 KLD. The Sewage treatment flow chart is shown in Fig – 2.3. 5.2.3. Sewage Treatment Plan The sewage treatment plant is designed to treat 1000 KLD of sewage.

FIG – 6 : WATER BALANCE DIAGRAM Design of Sewage Treatment Plant :

Effluent Water Specifications S. No. Parameters Value

1 Raw Sewage Quantity 798 KLD 2 Expected average BOD of Raw Sewage 300-400 mg/l 3 Expected average COD of Raw Sewage 600 to 800 mg/L 4 Expected suspended solids of Raw Sewage 200 to 300 mg/L 5 Expected pH of Raw Sewage 6.5 to 7.5 6 Oil and Grease 20-30 mg/L

Veltech University proposes to install Sintex Packaged Sewage Treatment Plant with Series NBF Model. The basic principal of the moving bed bio reactor (MBBR) process is the growth

Domestic Water Requirement (Fresh Water 650 + Treated Water (Flushing) 278)

Sewage Treatment Plant(1000 KLD)

Treated WaterFrom STP (639 KLD)

Water ForDG Cooling (2 KLD)

928 KLD

95 KLDReu

se 2

78 K

LD

Water ForGreenbelt (35 KLD)

(Municipal Supply & Ground Water)

Losses (130 KLD)

Losses (160 KLD)

Municipal Drains (324 KLD)

798 KLD


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of the biomass on plastic supports that move in the biological reactor via agitation generated by aeration systems (aerobic reactors) or by mechanical systems (in anoxic or anaerobic reactors). The supports are made from plastic with a density close to 1 g/cm3 letting them move easily in the reactor even when the capacity reaches 70%. The treatment process mainly depends on flow rate of waste generated; BOD/COD of the effluent, presence of any hazardous matter etc. The treated water after tertiary treatment has following uses:

• Washing • Road Cleaning • Gardening • Flushing

Advantages of NBF series Sintex Packaged STP : 100% Eco friendly Rustproof Loak proof Durable Light weight Easy to install Excellent performance through massive reduction of BOD Sludge handling once in 12-18 months

Operation Principle: Solid Separation Zone: First stage transforms the influent solids to settled solids while allowing scum to float on the surtace. It is a primary sedimentation zone in which settled sludge is stabilized by anaerobic digestion. The treatment efficiency of the chamber is in the range of 30% BOD removal. Aeration Zone: Second stage is the aerobic zone along with plastic media inside the tank which in turn increases the sur1ace area and retain micro-organism long enough to digest the organic substance. Clear water overflows to the next treatment chamber. Air is provided through blowers and higher contacting time with the slime on the plastic media facilitates efficient digestion. BOO removal is around 60%. Final Sedimentation Zone: Final stage involves the sedimentation where organic wastes are settled in tho sedimentation zone. The settled waste in the bottom of the tank is pumped back to the solid separation zone as a return sludge having active biomass (MLSS) to increase the efficiency of the system and to ensure that the effluent quality moots the stipulated PCB standards.


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The block diagram of the Sewage Treatment Plant is shown in Fig –7

Fig – 7 : STP Schematic Diagram 4.2.3.2 Design Parameters Treated sewage quality at the outlet of the tertiary treatment plant details are given in Table below.

Design Parameters S. No. Parameters Value

1 Treated Effluent BOD5 Less than 30 mg/L 2 Treated Effluent COD Less than 200 mg/L 3 Treated Effluent pH Around 6.5 to 9.0 4 Treated Effluent Suspended solids Less than 10 mg/L 5 Oil and Grease Less than 10 mg/L

4.2.5 Rainwater Harvesting Plan Total of 37 rain harvesting pits being proposed for total site area of 106960.7 sq.m. for artificial rain water recharge within the project premises.


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Typical Rain Water Harvesting Pit Design

4.2.6 Noise Level Management

The specifications for procuring major noise generating machines/equipment would include built in design requirements of 85 dB(A) to have minimum noise levels meeting Occupational Safety and Health Assessment (OSHA) requirement.

The major sources of Noise Pollution are as follows: • DG set • Water Pumps

Veltech University will take following noise pollution control measures in the project : The DG set will have silencer and will be provided with an acoustic enclosure. Similarly the Water pumps will be kept in closed room and will be provided with noise

barriers/shields and mounted on anti-vibration pads. Regular maintenance will be carried out as per the schedule prescribed by the

manufacturer for smooth functioning. 4.2.7 Solid Waste Management The municipal / domestic solid waste generated will be collected from all apartments and brought to one place, and it will be segregated into recyclable, compostable and non-compostable. The recyclables will be disposed to local vendors and compostable will be sent to compost yard, non-compostable solid waste will be disposed into local municipal bins. 4.2.8 Solid Waste Collection / Disposal Plan Project refuse generation rate as 0.5 Kg/Capita/day for residents and 0.15 Kg/Capita/day for visitors have been considered which generates about 796 kg per day for the entire area.

SAND

PVC PIPE

20MM METAL2.

5 m

.

GL GL

40MM METAL

6MM METAL


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SOLID WASTE GENERATION

Total No. of

Persons kg/person/

day

Total Solid Waste

Bio Medical Waste

Beds (750 beds) 750 0.3 225 375 Attendant (1 person/bed) 750 0.3 225

Staff (3 shifts/day) 750 0.3 225 Visitors (1 person/bed) 750 0.15 112.5 Out Patients 500 0.15 75 75

Visitors (1 person/Patient) 500 0.15 75

Cafeteria (500 Seats) 500 0.5 250 Interns 20 0.3 6 Nursing Hostel 300 0.3 90 Residents Quarters 575 0.5 287.5 Teaching Staff Quarters 730 0.5 365 Non Teaching Staff 1000 0.5 500 Students in Hostel 750 0.3 225 Total Solid Waste

Quantity

2661 450

Domestic Solid Waste : The domestic solid waste (2661 Kg / Day) of the project will be segregated into two categories i.e. Bio-degradable and Non-biodegradable waste. The waste from all the rooms will be collected by the workers and all the waste is sent through service lift to the segregation point which will be collected by the management. Solid waste/garbage waste to be collected in green and blue dustbins. The green bins to be filled with Biodegradable kitchen waste, while the blue bins to be filled with Non Biodegradable waste (recyclable waste) like glass, plastic, paper, etc. The Biodegradable and Non Biodegradable waste is collected by the maintenance department and sent to M.S.W management facility. The waste management for the hospital is shown in figure below. The responsibility of garbage collection and disposal lies with the municipality, however the project authorities propose to educate the employees/workers to segregate the waste at source before disposal. Bio-medical waste The hospital will be having 750 Beds with an average occupancy of about 50%. The Number of outpatients (OPD) visited the hospital is about 500 persons. The wastes will be segregated at the source in color coded bags as per the Bio-medical waste management rules, 2016. The Bio-Medical wastes such as human waste, infectious waste will be stored in yellow bins. The Bio-Medical waste will be collected separately and stored. The bio-medical waste from the hospital is outsourced through an approved agency for appropriate disposal.


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It is expected that about 450 Kg / day of Bio-medical waste will be generated after the development of the proposed hospital and the same will be handled and disposed as per the Bio-medical Waste Management Rules 2016. The bio-medical waste from the hospital will be outsourced to Authorized Bio Medical waste management facility. The hospital management shall train all the medical and Para medical staff about segregation and disposal. Source of Hospital waste is shown in Figure below :

Source of Hospital Waste *Source : CPCB Bio-Medical Waste Management

Classification of Biomedical waste S. No. Category Waste Type 1 Category No. 1 Human anatomical waste that consists of mainly of tissues, organs

removed during surgery, placenta etc. 2 Category No. 2 Animal wastes i.e. waste generated from the animal house 3 Category No. 3 Microbiology & biotechnology waste i.e., cultures, stocks and

samples 4 Category No. 4 Sharps wastes which includes hypodermic needles, needles

attached to tubings, broken glass pieces, scalpel blades, etc. 5 Category No. 5 Discarded medicines and cytotoxic waste that comprises of various

anti cancerous drugs used for treating malignant conditions 6 Category No. 6 Soiled waste i.e. soiled dressing and any other material

contaminated with blood 7 Category No. 7 Solid waste which is the waste generated from disposable items 8 Category No. 8 Liquid waste which consists of waste generated from laboratory

and washing, cleaning, house keeping and disinfectant activities 9 Category No. 9 Ash from incineration of any bio-medical waste 10 Category No. 10 Chemical waste are solution such as formaldehyde used for

Hospital Waste

Bio- Medical Waste (about 15%)

General Waste (about 85%)

Human anatomical waste, animal waste, micro-biological & bio-technology waste, waste sharps, discarded medicines & cyotoxic

drugs, soiled waste, incineration ash, chemical waste

Kitchen waste, packaging materials,

paper etc.


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preserving tissues, fixer and developer used in radiology department and the chemicals used in disinfection

* Source : CPCB Bio-Medical Waste Management

Waste management plan for Hospitals

Solid Waste Calculation Details S. No. Type of Waste Quantity Collection/storage Disposal

1 Garbage 2661 Kg/day

Stored in green and blue bins for recyclable and non-recyclable wastes respectively. Collected and transported to segregation bin by maintenance dept. Canteen waste to Bio gas plant.

Municipal Solid waste disposal

2 STP Sludge 30 Kg/day Collection Sump Used as manure or given to farmers.

3 E-Waste 186 Kg/Year

- Sent to Authorized recyclers

4 Used Batteries 10 nos. year Sent to Authorized recyclers or returned to seller

5 Used Lubricant 100 L/year Stored in HDPE Carboy Sold to authorized recyclers

6. Bio-Medical 450 kg/day Stored in Sent to Authorised Bio

Domestic Solid waste

Biodegradable waste

Non-Biodegradable waste

Segregation Point

MSW Management Facility

Segregation Point

MSW Management Facility

Bio-Medical waste

Source Segregation

Bio-Medical Waste

Management Facility

e-Waste

Storage Area

Authorised recyclers


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Waste black/yellow/red/white bins at each level and collected by service lift and transported to the segregation point by management.

Medical Waste Management Faciility for treatment and disposal.

Note : Garbage Calculation Source: As per Manual on Municipal Solid Waste Management by Central Public Health & Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, GOI and Solid Wase Management Rules 2016 & Bio Medical Waste Management Rules2016. Residential Refuse :

0.5 Kg/Person/Day

Commercial/Club

: 0.3 kg/person/day E-Waste : 0.18 kg/person/year E-waste Source : International Resource Group Systems South Asia Pvt. Ltd

Solid waste collection systems comprise waste containers at ground floor of the building. The solid waste shall be disposed to the appropriate site as per local authority. The solid waste so generated shall be first segregated as plastic, glass, paper and other waste separately and disposed off as per Solid Waste Management Rules, 2016. 4.6 Energy Conservation To minimize the use of energy and to conserve the energy some of the energy efficient technologies are to be followed. Glazed windows are located to face the south to receive maximum sunlight in winter. To

reduce heat losses during the night these windows are double glazed and have insulating curtains.

Planning to bring maximum day light into a building and distributing it in a way that provides more desirable and better quality illumination than artificial light sources. This reduces the need for electrical light sources, thus cutting down on electricity use and its associated costs and pollution.

Energy efficient lighting devices are planned such as Light Emitting Diodes (LEDs), CFLs, tube lights in place of incandescent bulbs.

Solar panels will be kept in one third of the roof top area. • Total Roof Top Area – 12775 sq. m. • 1/3rd of Roof Top Area = 4258.33 sq. m. • For 1 kW solar power generation area req. is 125 sq. ft. (11.6 sq. m.) • Hence solar power generation will be – 367 KW. (36.7% )


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4.3 Green Belt Development Total green area measures 11736.14 sq. m. (2.9 Ac.). Only native vegetation with a mix of evergreen and deciduous trees shall be utilized to maintain seasonal greenery inside the complex in addition to flowering and ornamental plants. 4.4 RISK ASSESSMENT AND MANAGEMENT PLAN FIRE PROTECTION SYSTEM As per the provisions of the Andhra Pradesh Fire Service Act, 1999, buildings of height more than 18 m are required to obtain prior clearance from Andhra Pradesh State Disasters Response & Fire Services Department from fire safety point of view. For the proposed building we will obtain NOC from Andhra Pradesh State Disasters Response & Fire Services Department. DESIGN CRITERIA AND DESCRIPTION : Fire protection system has been designed and installed as per National Building Code procedures. HYDRANT SYSTEM (INTERNAL & EXTERNAL):

i) Water supply for hydrant system (Internal & External) is required to be capable of providing the water pressure and flow characteristics required by systems being served.

ii) External yard hydrants near to the face of the building with maximum spacing of 45 mts between hydrant points.

iii) Internal fire hydrant station consisting of landing valve and swinging type hose reel will be provided at;

All floors at every 1000 sq.m interval at each floor landing near the staircase. DESIGN : Fire Hydrant system (Internal & External) : System will be hydraulically designed to provide water flow at a minimum pressure of 3.5 Kg. / cm2 at the outlet of remotest hydrant valve. Each hydrant station will comprise of single headed landing valve, swinging type hose reel and other equipments. Internal hydrants will be provided for every 1000sqm floor area at each floor landing near the staircase. The minimum flow rate will be 2280 lpm. Internal hose connection and hose station will be unobstructed and will be located near the Staircase, opening to the common area. The shaft size of 1.2 mts x 1.2 mts will be made. The hydrant riser will be terminated with air release valve at the highest point to release the trapped air in the pipe network.


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The External hydrants will be provided near the face of the building with the maximum spacing of 45mts between two external hydrants. The ring main in the ground level will be connected with internal hydrant system through isolation valve and flow switches, also the external hydrant will be tapped from the same. Four way Fire Brigade inlet connection at ground level at suitable location to fill the rising mains of hydrant system, in case of failure of pumps. Water storage capacity : 150,000 litres underground storage and 20,000 litres overhead storage tanks will be provided as per NBC. AUTOMATIC SPRINKLER SYSTEM : The purpose of automatic sprinkler system is to control the growth and spread of fire to provide increased protection to occupants and the building structure. Design : The sprinkler system will be hydraulically designed in accordance with the above requirement. Minimum pressure: Note less than 20 psi (1.38bars) for remotest sprinkler. The sprinklers in the buildings will be fed from separate sprinkler riser located in the internal FHCs. Each floor will be considered as separate zone to be annunciated separately at Fire control room. The sprinklers piping network at each floor will be provide with suitable size of butterfly valve with inbuilt supervisory switch, flow switch and test drain assembly. The sprinklers will be provided in all areas except in electrical room, transformer room and switch room. Isolation control valve (ICV) will be provided for sprinkler system at suitable location, for alarming in case of fire. Ball valves of suitable size have been provided for drain of sprinkler system at the farthest point, and will be taken to nearest drain outlet by means of piping. FIRE PUMPS : Common electrical driven fire pumps for hydrant & sprinkler system and common jockey pumps will be used for hydrant and sprinkler system. However the diesel engine driven for both the system will be common with necessary reducing valve (if required) to compensate the difference between operating pressure of both the systems. The electrical pump will be of 2280 lpm at required head as per NBC 2005. The minimum pressure required at the farthest and remotest hydrant valve is 3.5 Kg/ cm2 and pump head is calculated accordingly.


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Common jockey pump for both the systems will be of 180lpm at required head. Common stand by diesel engine driven pumps for both the systems will be of 2280 lpm at required head.

The jockey pump shut down will be automatic, whereas the main pumps and the diesel engine for both the system will have manual shut down. Fire pump test connection with flow measuring station will be provided with piping to re-circulate the pump's discharge to water supply tank or to the pump suction. Following is the configuration of fire pumps proposed; a) One common Electrical driven pump for Hydrant and sprinkler systems. b) One common stand by diesel driven pump for hydrant & sprinkler system c) Common jockey pump SYSTEM OPERATION : When the sprinkler head, hydrant valve or hose reel opens, the pressure drop in respective piping network which will be sensed by pressure switches installed on delivery header of pumping system. This in turn switches on the jockey pump automatically to meet the water requirement. In case of further drop, the main pump will start automatically to meet the water requirement. The jockey pump will start and shut down automatically as per pressure gauge settings, whereas the main pump common for both the systems and the diesel engine driven pump will start automatically but shut down has to be done manually. PORTABLE FIRE EXTINGUISHERS: Design Hand held fire extinguishers located as per NBC-2005 and will be located adjacent to fire hose reel cabinet. The fire extinguishers designed based on the requirement of Local authority. Portable fire extinguishers provided at the locations mentioned below; i) Dry chemical powder type extinguisher ABC type, conforming to IS: 2171 will be provided

near : a. Car parking areas b. In all stores, Main switch board room, transformer room, generator room and pump

room. ii. Water type fire extinguisher conforming to IS: 940 located near :


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a. Near staircase landing on every floor. b. In kitchens, stores etc.

iii. Mechanical foam type extinguisher at HSD storage, D.G. Rooms, Fire water pump house

and near transformers. 5.0 POST PROJECT MONITORING Pollution monitoring program includes periodic analysis of air, ground water, soil and wastewater samples. Ground water and soil samples at representative locations within and nearby the project site will be periodically analyzed to detect contamination if any. In the event of any contamination, concerned authorities will be intimated immediately and appropriate corrective action in consultation with an approved technical agency will be initiated.

5.1 Monitoring Strategy The monitoring of various environmental parameters is necessary and is a part and parcel of the environmental protection measures.

Monitoring is as important as that of control of pollution since the efficiency of control measures can only be determined by monitoring.

A well-defined environmental monitoring program would be employed to monitor the environmental attributes to check whether they maintained within the permissible limits. The following Environmental attributes would be monitored: Air pollution and meteorological aspects. Water and waste water quality. Noise levels. Soil characteristics. Ecological preservation and up gradation. Maintenance of water conservation methods Maintenance & operation of STP

Locations and frequency of monitoring would be as per the guidelines of APPCB and MOEF. 5.2 Ambient Air Monitoring As per MOEF there is a need to identify 3 ambient air stations at 120o angle keeping the main source in the center. The ground level concentrations of suspended particulate, Sulphur


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dioxide and nitrogen oxides in the ambient air outside the project boundaries and in the adjoining areas will be monitored at regular intervals. Any deviation from predicted/expected values will be investigated and necessary action will be taken. 5.3 Noise Monitoring Noise levels in the complex will be monitored periodically. If any deviation is observed necessary corrective measures will be taken.

Monitoring noise levels is essential to assess the efficacy of maintenance of schedules undertaken to reduce noise levels and noise protection measures. A good quality sound pressure level meter is essential for this purpose. Noise surveillance is for the benefit of the wellbeing of staff and to keep track of sources.

5.4 Water Quality Monitoring Ground water near the project site will be routinely tested for its quality. No contamination of ground water and surface water is expected. However the water will be periodically tested for any change of water quality.

The effluents/sewage coming out of the complex should be monitored regularly. Ground water is recommended to be monitored in at least two points in the direction of ground water flow to keep surveillance on the ground water quality. 5.5 STP The operations of STP are monitored to ensure the quality of treated water and discharge of waste water into municipal sewage system. The de-silting of sludge on regular basis needs to be ensured. 6.0 BUDGET FOR EMP The details of activities and expenses to be incurred on EMP are presented below.

S. No. Description

Capital Cost (Rs. Lakhs) Operational Stage (Rs. Lakhs) Construction

Phase Occupational

Phase Construction

Phase Occupational

Phase 1 Air Pollution Control 7 - 0.5 0.5

2 Water Pollution Control 65 - 1 0.75

3 Noise Pollution Control 2 - 0.2 0.4

4 Environmental Monitoring & 0.3 1.5 0.1 0.5


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S. No. Description

Capital Cost (Rs. Lakhs) Operational Stage (Rs. Lakhs) Construction

Phase Occupational

Phase Construction

Phase Occupational

Phase Management

5 Green Belt & Open area development 2 0.5 0.2 0.9

6 Solid Waste 10 1 0.3 0.65 7 Fire Fighting 40 5 2.5 0.5 8 Others 2 - 0.5 -

Total 128.3 8 5.3 4.2

The recurring expenditure includes maintenance of green area & landscape, monitoring of environmental attributes and maintenance & operation of STP and rain harvesting system. The budget for the components of EMP will be a part of project cost while the recurring expenditure will be met from the maintenance charges collected from offices on monthly basis. 7.0 Implementation of EMP The Environmental Management will be implemented by the project promoters through a responsible in-charge person, appointed exclusively for the purpose, with the help of assistants. 7.0 Project Benefits This project will help more number of students to study medical science, and become doctors to serve the people in the vicinity. 8.0 Conclusion This Hospital project helps in having solution to the health problems to the nearby village people. This project will help more number of students to study medical science, and become doctors to serve the people in the vicinity.

ENVIRONMENTAL MANAGEMENT PLAN 1.0 Introductionenvironmentclearance.nic.in/writereaddata/FormB/EC/EIA_EMP/... · Buchi Naidu Kandriga Mandal, , Chittoor District, Andhra Pradesh. ...

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