Civil Aviation & Research Organization Airport, Begumpet, CONCEPTUAL PLAN

CONCEPTUAL PLAN

Civil Aviation & Research Organization

AT

Begumpet Airport, Begumpet, Hyderabad.

BY

M/S Airport Authority of , Ministry of Civil Aviation, Government of India.

ENVIRONMENT CONSULTANT OCEAO-ENVIRO Management Solutions (India) Pvt. Ltd. QCI – NABET Certificate No: NABET/EIA/1821/IA 0033 217, 1st Floor, Sector 12, Vasundhara, Ghaziabad, U.P 201012 www.oceaoenviro.com | [email protected]

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 1 Civil Aviation & Research Organization , Begumpet, Hyderabad CONCEPTUAL PLAN

INDEX

S. NO. PARTICULATES POINTS PAGE

1. List of Tables, Figures and Annexures 1. 3

2. QCI – NABET certificate valid till 23.01.2021 2. 4

3. Introduction 3. 5

4. Site location and surroundings 4. 6

5. Project site connectivity 5. 7

6. Area statement 6. 8

7. Population density 7. 10

8. Project cost 8. 10

9. Water requirement 9. 10

10. Sewage treatment technology 10. 15

11. Rain water harvesting 11. 18

12. Vehicle parking facilities 12. 20

13. Power requirement 13. 20

14. Solid waste generation 14. 20

15. Green area 15. 23

16. Details of construction material 16. 24

17. Material used for construction and their u values 17. 25

18. List of machinery used during construction 18. 26

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 2 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

1.0 LIST OF TABLES, FIGURES AND ANNEXURES Tables/ Figures/ S. No. Particulate Page No. Annexures List of Tables 1. Geographical Coordinates 1 6

2. Site Connectivity 2 7

3. Area Statement 3 9

4. Population Break up 4 10

5. Calculations for Daily Water Demand 5 11 Sullage Calculations for R&D,ESS, Security Block & 6. 6 11 Recreational Block 7. Sullage Calculations for Hostel Block 7 11

8. Total Proposed Parking 8 20

9. Calculation for Solid Waste Generation 9 22

10. List of Plants 10 24

11. Project Site Location 1 7

12. Water Balance Diagram for Summer Season 2 12

13. Water Balance Diagram for Monsoon Season 3 13

14. Water Balance Diagram for Winter Season 4 14

15. Typical Rain Water Harvesting Pit Design 5 19

16. Solid Waste Management during Construction Phase 6 21 Solid Waste Management Scheme during Operation 17. 7 23 Phase List of Annexures 18. 500 meter Buffer on Google Earth Image Annexures-I

19. 10 km Buffer on Topo Sheet Annexures-II

20. 15 km Buffer on Topo Sheet Annexures-III

21. Site Plan Annexures-IV

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 3 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

2.0 QCI – NABET CERTIFICATE

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 4 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

3.0 INTRODUCTION

M/s Airports Authority of India or AAI under the Ministry of Civil Aviation is responsible for creating, upgrading, maintaining and managing civil aviation infrastructure in India. Now, AAI has proposed Civil Aviation & Research Organization at Begumpet Airport, Begumpet, Hyderabad.

The proposed project is “Civil Aviation & Research Organization” by M/S Airport Authority of India, Ministry of Civil Aviation, Government of India which is to be development at Begumpet Airport, Begumpet, Hyderabad. The total plot size of the project is 119075.33 m2 (29.424 acre). The project will be developed for Research, Recreational, ESS and Hostel purpose. It consists of Research, Recreational, ESS and Hostel block of the project. The total plot area for phase-I is 71741.96 m2 and for Phase-II is 47333.37 m2 (Future Expansion). The total Built up Area for Phase-I purpose is 46151.7 m2 which is less than 150000.00 m2 therefore, the project comes under 8(a) category as per the EIA Notification 14th September, 2006. The proposed project is a Green Building project under Green Buildings Rating System India: GRIHA The salient features of the project include: • Fire Fighting system as per NBC • Earthquake Resistant structure considering the seismicity of the area • Integrated Security System • Domestic and Waste water Management • Power Backup • Sufficient Green area • Solar Lightening and Water Heating • Dual Plumbing System

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 5 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

4.0 SITE LOCATION AND SURROUNDINGS The Geographical Coordinates of the site is given below in Table 1. The location of the project site earmarked with Geographical Coordinates is shown in Figure 1. The buffer map of 500 meter on google earth image and buffer map of 10 km and 15 Km on toposheet is attached as an Annexure I, II, and III respectively. Table 1: Geographical Coordinates S. No Point Latitude Longitude 1. A 17°26'55.53"N 78°27'53.97"E

2. B 17°26'57.54"N 78°27'59.12"E

3. C 17°26'57.11"N 78°27'59.39"E

4. D 17°26'57.54"N 78°28'8.50"E

5. E 17°26'57.21"N 78°28'8.43"E

6. F 17°26'57.22"N 78°28'8.24"E

7. G 17°26'57.00"N 78°28'8.13"E

8. H 17°26'57.13"N 78°28'7.70"E

9. I 17°26'55.96"N 78°28'6.89"E

10. J 17°26'49.33"N 78°28'5.67"E

11. K 17°26'40.97"N 78°28'5.75"E

12. L 17°26'41.45"N 78°28'2.55"E

13. M 17°26'42.88"N 78°28'2.74"E

14. N 17°26'43.03"N 78°28'0.46"E

15. O 17°26'44.29"N 78°28'0.69"E

16. P 17°26'46.28"N 78°27'59.76"E

17. Q 17°26'48.87"N 78°27'55.98"E

18. R 17°26'51.09"N 78°27'57.77"E

19. S 17°26'51.45"N 78°27'56.96"E

20. T 17°26'53.57"N 78°27'56.38"E

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 6 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

Figure 1: Project Site Location

5.0 PROJECT SITE CONNECTIVITY

The project site is located at Begumpet Airport, Begumpet, Hyderabad. The site surroundings along with distance and direction is given below in Table 2 Table 2: Site Connectivity Approx. Aerial S. No. Particular Name/ Identity Direction Distance (Km)

1. Nearest National NH-7 2.0 East Highway NH-9 2.6 West Hydearbad Deccan Railway 5.73 South Nearest Railway Station 2. Station Railway 3.82 SE Station

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 7 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

Adjacent to the 3. Nearest Airport Begumpet Airport North project site 4. The Hyderabad Public Nearest School 1.0 West School Nearest College/ 5. St. Francis College for Institute/ 1.07 SW women University 6. Nearest Hospital Govt. General Chest Hospital 3.2 West 7. Nearest Temple Sri Kesari Hanuman Temple 1.15 SW

8. Nearest Begumpet 0.20 South Village/Town 9. Nearest River 8.2 South

10. Nearest Police Begumpet police station 0.70 East Station 11. Nearest Fire Secunderabad Fire Station 1.8 East Station 12. Nearest Recreational 1.33 SE Park 13. Kasu Barahmananda Reddy National Park 5.0 SW National Park

6.0 AREA STATEMENT The total Plot area of the project site is 119075.33 m2 (29.424 acre). Total proposed plot area for Phase-I is71741.96 m2. Total proposed Built Up Area for phase-I is 46151.7 m2. The detailed area statement is given in the following Table 3. Site Plan of the project is attached as an Annexure IV.

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 8 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

Table 3: Area Statement

S. No Particulars Total (m2)

1. Total plot area 119075.33 m2 (29.424 acre)

2. Total plot area for Phase-I 71741.96

3. Total Plot area for Phase-II 47333.33 4. Permissible Ground Coverage (@40% of Total 47630.132 Plot area) 5. Total Proposed Ground Coverage (@23.60% of 28110.595 Total plot area) 6. Proposed Ground Coverage for Phase-I 10782.675 (@9.05% of Total plot area) 297688.325 7. Total Permissible FAR @2.5

8. Permissible FAR for Phase-I @2.5 179354.9 9. Proposed FAR for Phase-I (18.69% of 33533.945 permissible FAR) a) Recreational Block 4233.085 b) Hostel Block 7396.709 c) Research & Development 20803.29 d) ESS 1015.325 e) Security Block 85.5355 10. Proposed NON-FAR for Phase-I 5917.755

11. Basement Area for Phase-I 6700 12. Total Built Up Area (BUA)(9+10+11) Phase-I 46151.7 Open Area (Plot Area for Phase-I – Ground 13. 60959.285 Coverage for Phase-I) Proposed Landscape Area (50% of Open Area 14. 30479.6425 for Phase-I) Proposed Landscape Area (25.59% of Total Plot 15. 30479.6425 area Phase-I)

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 9 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

7.0 POPULATION DENSITY The Total Population for our project is envisaged to be 3063 persons. The detailed population Break up is given below in table 4. Table 4: Population Break up PPU/no. of Total S. No. Particulars FAR (m2) person/ m2 Population

1. Recreational Block 4233.085 10Sqm/Person 423

2. Research & Development 20803.29 10Sqm/Person 2080 3. Security Block 85.5355 10Sqm/Person 9 4. Hostel block + 2 warden 75 Room 2 person /room 152

Staff (5%) 133

Visitor (10%) 266

Total Population 3063

8.0 PROJECT COST The total estimated cost for Phase-I of the project is approx. Rs. 349 crores.

9.0 WATER REQUIREMENT The total water requirement for operational phase of the project is envisaged to be approx. 378KLD. Total Fresh water requirement is envisaged to be approx. 46 KLD. The total sullage generation is envisaged to be approx. 122 KLD. The daily water requirement calculation is given in Table no. 05. Sullage Calculations for Recreational, Research & Development Block, Hostel Block, ESS Block and Security Block is given below in Table 6 and 7 respectively. The Water Balance Diagram for Summer Season, Monsoon Season and Winter Season is shown below in Figure 2, 3 and 4 respectively.

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 10 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

Table 5: Calculations for Daily Water Demand S. Area Total Rate of water Total Water No. Description (in m2) Occupancy demand (lpcd) Requirement (KLD) A. Recreational Block 423 45 19 B. Research & 2080 45 93.60 Development C. Security Block 9 45 0.40

D. Hostel block + 2 152 86 13 warden Staff (5%) 133 45 6 Visitor (10%) 266 15 4 Total Domestic Water Requirement 136 KLD C. Horticulture 30479.6425 Approx. 3 91 area lit/sqm. D. HVAC 1260 10 lit X 12 151 hours X Capacity Total Water Requirement 378 KLD

Table 6: Sullage Calculations for Recreational, Research & Development Block, ESS Block and Security Block

Domestic Water Requirement 123 • Fresh (30% of domestic) 37

• Flushing (70% of domestic) 81 Sullage Generated (80% fresh + 100% flushing) 111

Table 7: Sullage Calculations for Hostel Block

Domestic Water Requirement 13

• Fresh (70% of domestic) 9

• Flushing (30% of domestic) 4 Sullage Generated (80% fresh + 100% flushing) 11

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 11 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

Water Balance diagram for Summer Season

@ 80% SULLAGE GENERATED FRESH WATER 122 KLD (46 KLD) STP Capacity 150 KLD @ 100%

@ 90 % of 122 85 KLD FLUSHING KLD = (85 KLD) (110 KLD)

66 KLD HORTICULTURE 25 KLD (91 KLD)

151 KLD HVAC (151 KLD)

Private Water Tanker ZERO EXIT DISCHARGE (217KLD)

Figure 2: Water Balance Diagram for Summer Season

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 12 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

Balance diagram for Monsoon Season: During Monsoon season the water requirement for Horticulture is consider to be zero.

@ 80% SULLAGE GENERATED FRESH WATER 122 KLD (46 KLD) STP Capacity 400 KLD @ 100%

@ 90 % of 85 KLD FLUSHING 122 KLD = (85 KLD) (110 KLD)

126 KLD HVAC 25 KLD (151 KLD)

ZERO EXIT DISCHARGE

Private Water Tanker (126 KLD)

Figure 3: Water Balance Diagram for Monsoon Season

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 13 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

Water Balance diagram for Winter Season: During Winter season the water requirement for Horticulture is consider to be 1.5 liter per sq.m

@ 80% SULLAGE GENERATED FRESH WATER 122 KLD (46 KLD) STP Capacity 150 KLD @ 100%

@ 90 % of 85 KLD FLUSHING 122 KLD = (85 KLD) (110 KLD)

21 KLD HORTICULTURE 25 KLD (46 KLD)

151 KLD HVAC (151 KLD)

ZERO EXIT DISCHARGE Private Water Tanker (172 KLD)

Figure 4: Water Balance Diagram for Winter Season Sullage Generation & Treatment The project will generate approx. 122 KLD of Sullage which will be treated in the STP of Capacity 150 KLD provided within the project site premises from which 110 KLD treated waste water will be recovered which will be recycled within the project site for the purpose of Horticulture, Flushing and HVAC which leads to Zero Exit Discharge.

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 14 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

10.0 SEWAGE TREATMENT TECHNOLOGY

MBBR TECHNOLOGY SEWAGE TREATMENT PLANT Sewage Treatment Plant shall be designed to handle 150 m3 per day of Sewage & other waste. STP is proposed to use UV membrane based Moving Bed Bio Reactor (MBBR) process for the treatment: Following shall be the Parameters for design of Sewerage Treatment Plant. NATURE OF EFFLUENT DOMESTIC SEWAGE pH 6.5-8.0 BOD 250-400 Mg/L Suspended Solids 200-450 Mg/L COD 600-800 Mg/L Oil & Grease upto 20 Mg/L

Standards of the Effluent Discharge after treatment shall be as follows:

PARAMETERS VALUE

pH 6.5 - 8.5 BOD Less than 20 mg/L Suspended Solids Less than 10 mg/L COD Less than 30 mg/L Oil & Grease Less than 5 mg/L

PROCESS DESCRIPTION: In order to conserve water, the treatment plant shall be designed to ensure that treated effluent (water) characteristics are well below the permissible limits, even under varying flow conditions which are typical for such systems. This implies that the selected process shall be able to withstand the shock load situation.

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 15 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

It is proposed to use aerobic treatment system working on the principle of attached growth concept using fixed/fluidized media bio reactors. The treatment plant shall be designed with a capacity to handle 1000 KLD of waste water. Waste water will flow via gravity collection system through a bar screen chamber to a sump chamber. 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 into the sump. Bar screen shall be so designed that it can be cleaned manually by going down to a platform in the chamber. Two submersible solid handling pumps shall be provided in the sump to pump the collected waste water to the Bio Reactors. Automatic level controller shall be provided in the sump to turn the pump off at the low sewer level in the sump and to start the pump automatically when water level is high. In case water level in the sump continues to increase (in case of failure of pumps) a high level alarm will come on indicating pumps problem. Air will be introduced in the sump through submerged air diffusers, to avoid the sewage from becoming septic. Wastewater from the sump shall be lifted by means of effluent lifting pumps into Equalized Reactors where BOD/COD reduction is achieved by virtue of aerobic microbial activity. Reactor would be running in series. Oxygen required will be supplied through course bubble air diffusers. The excess bio-solids washed in the biological process are separated in the downstream Clarifier/ Tube Settler Tank. The clear supernatant will be collected in the Chlorine water tank cum filter feed tank. The treated sewage is further pumped through filtration units. The sewage after CCT is disinfected and shall meet the coliform norms of < 1000 counts with minimal dosage of sodium hypochlorite. The coliform count in the treated effluent shall be almost nil.

The tertiary treatment consists of removing the residual suspended solid load, by filtering through Dual Media Filter and passing the water through Activated Carbon Filter so that traces of BOD/COD and excess chlorine are removed. The tertiary treated water is stored in the holding tank and can be safely used for irrigation & flushing purpose after UV. Softener will be used for cooling tower makeup water.

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 16 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

The biological sludge generated from the reactor which is settled in the Clarifier/Tube settler, is pumped into sludge sump. Sludge shall be stored in the sludge holding tank for final dewatering and disposal through screw pump and filter press. The sludge will be processed through filter press and used as manure.

11.0 RAIN WATER HARVESTING The storm water disposal system for the premises is self-sufficient to avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many factors such as intensity and duration of precipitation, characteristics of the tributary area and the time required for such flow to reach the drains. The drains are located near the carriage way along either side of the roads. Taking the advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm water from various blocks is connected to adjacent drain by a pipe through catch basins. It has been calculated to provide 06 rainwater harvesting pits at selected location, which catches the maximum run-off. 1) Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is planned adjacent to roads. All building roof water will be brought down through rain water pipes. 2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for rain water harvesting and ground water recharging. Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak hourly rainfall has been considered as 40 mm/hr. The recharge pit of 4.5 m diameter and 4.5 m depth is constructed for recharging the water. Inside the recharge pit, a recharge bore will be constructed of sufficient diameter and depth. The bottom of the recharge structure is kept 5 m above this level. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge bore. Design specifications of the rain water harvesting plan are as follows: • Catchments/roofs are accessible for regular cleaning. • The roof have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting has been avoided since most paints contain toxic substances and may peel off.

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 17 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

• All gutter ends are fitted with a wire mesh screen and a first flush device would be installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrested by the mesh at the terrace outlet and to prevent contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is flushed off. • No sewage or wastewater is admitted into the system. • No wastewater from areas likely to have oil, grease, or other pollutants has been connected to the system.

Calculations for Storm Water load

Roof-top area = Ground Coverage = 10782.67 m2

Green Area = 30479.6425 m2

Paved Area = Total Plot Area – (Roof-top Area + Green Area) = 71741.96 - (10782.67 + 30479.6425) = 30479.6425 m2 Runoff Load

Roof-top Area = 10782.67 × 0.040× 0.85 = 366.61 m3/hr

Green Area = 30479.6425 × 0.040 × 0.2 = 243.83 m3/hr

Paved Area = 30479.6425 × 0.040× 0.7 = 853.42 m3/hr

Total Runoff Load = 366.61 + 243.83+ 853.42 m3/hr = 1463.86 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 1463.86/4 = 365.96 m3 Taking 15 minutes Retention Time, Volume of storm water from Roof Top area is 91.65 m3 Taking 15 minutes Retention Time, Volume of storm water from Green area is 60.95 m3 Taking 15 minutes Retention Time, Volume of storm water from Paved area is 213.35 m3

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 18 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

A. For Storm Water from Roof Top area Rain Water Harvesting Pits are proposed

Taking the effective dia and depth of a Recharge pit 4.5 m and 4.5m respectively, Volume of a single Recharge pit = π r2h = 3.14 × 2.5× 2.5 × 4.5= 71.53 m3

Hence No. of pits required =365.96 /71.53= 5.11 Pits say 5 Pits.

Total 5 numbers of Rain Water Harvesting pits are proposed in as phase wise manner for rain water harvesting.

Figure 5: Typical Rain Water Harvesting Pit Design

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 19 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

12.0 VEHICLE PARKING FACILITIES Adequate provision has been made for car/vehicle parking at the project site. There is an adequate parking provision for visitors so as not to disturb the traffic and allow smooth movement at the site. Total proposed parking is 375 ECS is given in Table 8. Table 8: Total Parking Proposed

S. No Particulates Area (m2) ECS/(m2) ECS NOS 1. Basement Area Parking 6700 1 ECS/32 sqm 209

2. Surface Parking CAR 3473 1 ECS/23 sqm 151

3. Surface Parking Two 345 1ECS/23 sqm 15 Wheeler Total Proposed Parking 375 ECS Total Two Wheeler parking is 30 @2 two wheeler parking is equivalent to 1 ECS

13.0 POWER REQUIREMENT The connected load for Project is approx. 2497 KW for Phase-I

Details of D.G Sets

There is provision of 4 no. of DG sets of total capacity 5000 kVA. Total 4 D.G Sets (3X 1500 KVA & 1X 500 KVA) are proposed during the operational phase of the project. The DG sets are equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion.

14.0 SOLID WASTE GENERATION Solid waste would be generated both during the construction as well as during the operation phase. The solid waste expected to be generated during the construction phase will comprise of excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to be followed for the management solid waste: • Construction yards are proposed for storage of construction materials. • The excavated material such as topsoil and stones will be stacked for reuse during later stages of construction

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 20 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

• Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping. • Remaining soil shall be utilized for refilling / road work / rising of site level at locations/ selling to outside agency for construction of roads etc.

Construction Waste

Construction waste, Broken Bricks, Empty Cement Bags Excavated Soil Waste Plaster

Top soil conserved for Used in re-filling, Sold to agency for landscaping, balance used

raising site level recycling in re-filling

Figure 6: Solid Waste Management during Construction Phase

During the operation phase, waste is comprised of domestic as well as landscape waste. The solid waste generated from the project is mainly domestic waste and estimated quantity of the waste is approx. 779 kg per day (In phase wise manner) @ 0.15 kg per capita per day for the visitor, 0.25 kg per capita per day for the staff members, 0.5 kg per day for residential and 0.2 kg per acer for landscape). Following arrangements has been made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2016 and the electronic waste is managed as per the guidance of E-waste (Management and Handling) Rules 2016. The detailed calculation for solid waste is given below in Table 11

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 21 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

Table 9: Calculation of Solid Waste Generation Waste generated S. No. Category Kg per capita per day (kg/day) 1 Staff 2645@ 0.25 kg / day 661.25 2 Visitor 266@ 0.15 kg /day 39.9 3 Hostel block 152@ 0.5 kg /day 76 4 Landscape waste (m2) 7.53@ 0.2 kg/acres 1.50 778.656 says 779 Total Solid Waste Generated Kg/day E-waste will be managed as per E-waste (Management & Handling Rules, 2016). It will be handed over to Govt. approved vendors.

 Collection and Segregation of waste 1. The Bio degradable waste generated is sold to the local vendors. 2. For commercial waste collection, adequate number of colored bins (Green and Blue & dark grey bins– separate for Bio-degradable and Non Bio-degradable) are provided at the strategic locations 3. Litter bin are also provided in open areas like parks etc.  Treatment of waste • Bio-Degradable wastes 1. Bio-degradable waste is sold to the vendors. 2. STP sludge is used for horticultural purposes as manure. 3. Horticultural Waste is composted and is used for gardening purposes. • Recyclable wastes Recyclable wastes like paper, plastic, metals etc. are sold off to recyclables. • Non Recyclable Wastes The Non Recyclable waste is managed by Government approved agencies.

 Disposal Recyclable and non-recyclable wastes are disposed through Govt. approved agency. Hence, the Municipal Solid Waste Management are conducted as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2000 and its amendments and the electronic waste is managed as per the guidance of E-waste (Management and

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 22

Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

Handling) Rules 2016. A Solid waste management Scheme is depicted in the following figure :

Solid Waste

Biodegradable Non-Biodegradable Waste Recyclable Non-

Green Blue Bins Dark grey

Organic waste Final disposal Final disposal through Govt. Manure through a Govt.

Figure 7: Solid Waste Management Scheme (Operation Phase)

15.0 GREEN AREA

Total proposed landscape area is 30479.64 m2 area which is 50% of open which will be area under tree plantation within the project site and area under organized. List of the plants that are planted is given below in Table No. 10

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 23 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

Table 10: List of Plants

S. No Botanical Name Comman Names Numbers

1. Cassia fistula Amaltas 300 2. Delonixregia Gulmohur 250 3. Polyalthia longifolia Ashok 300 4. Mangifera Aam 510 TOTAL 1360

16.0 DETAILS OF CONSTRUCTION MATERIALS List of building materials being used at site: 1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Reinforcement steel 7. Pipe scaffolding (cup lock system) 8. Bricks 9. CLC fly ash blocks 10. Joinery hardware- ISI marked 11. Crazy (white marble) in grey cement 12. P.V.C. conduit 13. MDS, MCBs 14. PVC overhead water tanks 15. 2 1/2'’ thick red colour paver tiles 16. PPR (ISI marked) 17. PVC Sullage lines 18. S.W. sewer line up to main sewer 19. PVC rain water down take 20. Stainless steel sink in kitchen

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17.0 MATERIAL USED FOR CONSTRUCTION & THEIR U VALUES

M/S Airport Authority of India, Ministry of Civil Aviation, Government of India 25 Civil Aviation & Research Organization Begumpet Airport, Begumpet, Hyderabad CONCEPTUAL PLAN

18.0 LIST OF MACHINERY USED DURING CONSTRUCTION

1. Dumper 2. Concrete mixer with hopper 3. Excavator 4. DG Sets 5. Cranes 6. Road roller 7. Bulldozer 8. Tower Cranes 9. Hoist 10. Labor Lifts 11. Concrete pressure pumps 12. Mobile transit mixer

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