AND CONCEPTUAL PLAN M/S. LAVISTA CONSTRUCTIONS

ENVIRONMENTAL MANAGEMENT PLAN AND CONCEPTUAL PLAN FOR THE PROPOSED CONSTRUCTION OF RESIDENTIAL APARTMENTS/ FLATS

M/s. LAVISTA CONSTRUCTIONS

Sy. No.s: 92,93,94,95,111 & 112, 113, 114, 115, 116, 117, 118, 86 and 120 (PART) Situated at Maqtha Mahaboobpet(V), Serilingampally (M), Ranga Reddy(D), Telangana

SUBMITTED TO

STATE LEVEL ENVIRONMENT IMPACT ASSESSMENT AUTHORITY (SEIAA), TELANGANA

SUBMITTED BY PREPARED BY

M/s. LAVISTA CONSTRUCTIONS M/s. VISON LABS Flat No.102, Eshwar Villas, # 16-11-23/37/A, Flat No. 205, nd Nizampet, Hyderabad 2 Floor, Andhra Bank Building, Telangana Opp. RTA Office, Moosarambagh, Malakpet, Hyderabad - 500 036 Phone : 040-24544320/65792001 FAX : 040-24544320 E-mail: [email protected]

1.1 BACK GROUND OF THE PROJECT: M/s. LAVISTA CONSTRUCTIONS is proposes to construct residential building construction project at Sy. No.s: 92,93,94,95,111 & 112, 113, 114, 115, 116, 117, 118, 86 and 120 (PART) located at Maqtha Mahaboobpet (V), Serilingampally (M), Ranga Reddy(D). The total plot area of about 25,524.28 Sq.mts and Net Plot Area is 25171.63 Sq.mts. The total Built-up Area – 1,13,361.29 Sq. Mts [Blocks (A - I) + Club House - 72,958.89 Sq.Mts + Parking Area - 40,402.40 Sq. Mts.

1.2 PURPOSE OF THE REPORT: As the total area proposed to be developed <1,50,000 Square Meters, as per the EIA Notification dated 14th September 2006, the proposed project activity falls

under Building & Construction projects 8(a) Category B (B2), which necessities to obtain Environmental Clearance from SEIAA, Telangana State.

1.3 IDENTIFICATION OF PROJECT & PROJECT PROPONENT: The project is promoted by M/s. LAVISTA CONSTRUCTIONS and represented by Mr. M. Kiran Kumar , Managing Partner, having their registered office at Flat No.102, Eshwar Villas, Nizampet, Hyderabad, Telangana.

1.4 PROJECT COST: The estimated cost for the proposed project will be 82.0 Crores.

1.5 SALIENT FEATURES OF THE PROJECT:

The salient features of the project are given below TABLE 1.1 – SALIENT FEATURES OF THE PROJECT Total Plot Area 25,524.28 Sqm Net Plot Area 25171.63 Sqm Total Project cost 82.0 Crores Built-up Area Total Built-up Area : 1,13,361.29 Sq. Mts [Blocks (A - I) + Club House: 72,958.89 Sq.Mts Parking Area : 40,402.40 Sq. Mts] Floor wise Built-up Area enclosed as Annexure - 1 Greenbelt Area 3239.62 Sq. Mts. Height of the building 20.95 Mts Nearest Fire station Miyapur – 2.7 Kms (SE) Water requirement & Source Total Water Requirement – 289 KLD Fresh Water Requirement – 231.25 KLD, Recycled Water from S.T.P – 57.75 KLD)

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Source of fresh water will be from Ground and Municipal Supply. Recycled water will be met from the proposed 250 KLD STP. Power requirement & Source 3720 KVA from TS TRANSCO Backup Power 3 x 100 KVA DG Sets Solid waste & 538.72 Kgs/day - waste will be sent to Municipal mode of disposal Facility (2072 No’s x 0.26 kg/Person)

STP Sludge 6.0 Kgs/day this will be used as a manure Hazardous waste & Used batteries – 6 No’s/Year mode of disposal Waste Oil from D.G. Sets – 150 Liters/Year (Approximately 50 Liters per D.G.Set x 3) will send to TSPCB Authorized Re-Cyclers/Re-Processors.

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CHAPTER – 2 PROJECT DESCRIPTION

2.1 LOCATION DETAILS: M/s. LAVISTA CONSTRUCTIONS is proposed construction of Residential Flats in Sy. No.s: 92,93,94,95,111 & 112, 113, 114, 115, 116, 117, 118, 86 AND 120 (PART) Situated at Maqtha Mahaboobpet(V), Serilingampally (M), Ranga Reddy(D). The total plot area of about 25,524,.28 Sq.mts and Net Plot area – 25171.63 Sq.mts. Total Built-up Area of the project is 1,13,361.29 Sq. Mts including the parking area of 40,402.40 Sq. Mts. The detailed built-up area statement is attached as Annexure-1.

Features of the site: The area earmarked for development of residential flats/ apartments. It is located 1.5 Kms (ESE) from Makthmahabubpet Village. The geographical co- ordinates of the site are 17°31'06.70"N Latitude and 78°20'53.79"E Longitude. Topo Sheet : 56 K/6 and 56 K/7.

i. Accessibility & Existing Road network The nearest major road is NH-65, which is at a distance of 2.7 Kms (SE) from the project site. The access to the project site is through with 40 mts Wide Road. ii.Topography The general topography of the project site is flat. iii. Water Bodies The major surface water bodies within the 10 kms radius are

Nearest Waterbodies Amb Cheruvu 4.7 ESE Patel Cheruvu 1.8 SSE Irla Kunta 3.2 S Chelime Kunta 4.0 SSW Gopi Cheruvu 4.4 SSW Nallagandla Cheruvu 6.0 SSW Nerla Cheruvu 6.3 SSE Kamunoni Cheruvu 8.1 SE Maisamma Cheruvu 8.7 SE Suram Cheruvu 9.2 SE Makta Kunta 3.5 SSE Kotla Kunta 3.6 SSE Vanam Cheruvu 8.2 SW Mella Cheruvu 9.0 SW

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The Location Map of the project site is provided at Figure No.2.1, Topographical Map of the study area is provided at Figure No.2.2 & Project Site Plan provided at Figure No. 2.3.

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TABLE 2.1: SALIENT FEATURES O F PROJECT SITE Village Maktha mahaboobpet Mandal Serilingampally District Ranga Reddy Longitude 78°20'53.79"E Latitude 17°31'06.70"N Ambient Temperature Minimum 140 C Maximum 440C Humidity 24% – 72 % Rainfall 900 mm per Annum Climate Semi-Arid Type of soil Silty sand Distance from nearest Air Port Shamshabad Airport – 31.8 Kms (SEE)

Water Bodies Patel Cheruvu – 1.8 (SSE) Irla Kunta – 3.2 (S) Osman Sagar – 14.1 (NNW) Himayath Sagar - 19.3 (S) Reserve Forests None Any historical monuments within None 10 KM radius

Any ecologically sensitive areas None within 10 KM radius

Topography Plain and land locked (Patta Land)

2.2 BUILT-UP AREA: The Built-up area statement of proposed construction of Residential Building project is provided in Table 2.2(a) and 2.2(b).

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TABLE 2.2(a) – BUILT-UP AREA STATEMENT (BLOCK-A to BLOCK-I) (All areas in Sq.mts) S. Total N Floor BLOCK-A BLOCK-B BLOCK-C BLOCK-D BLOCK-E BLOCK-F BLOCK-G BLOCK-H BLOCK-I Area o. PARKING AREA Sub – Cellar Floor 1. 1181.36 983.15 1540.88 1748.44 1140.89 1323.45 1528.53 2328.79 3307.87 15083.36 Parking Area Cellar Floor Parking 2. 1181.36 983.15 1540.88 1748.44 1140.89 1323.45 1528.53 2328.79 3307.87 15083.36 Area 3. Stilt Floor Parking Area 693.02 542.67 959.37 792.21 611.29 802.53 958.49 1532.24 2294.22 9186.04 39352.7 Parking Area (A) 3055.74 2508.97 4041.13 4289.09 2893.07 3449.43 4015.55 6189.82 8909.96 6 4. First Floor Area 693.02 542.67 959.37 792.21 611.29 802.53 958.49 1532.24 2294.22 9191.43 5. Second Floor Area 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 10289.71 6. Third Floor Area 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 10289.71 7. Fourth Floor Area 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 10289.71 8. Fifth Floor Area 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 10289.71 9. Sixth Floor Area 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 10289.71 10 Seventh Floor Area 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 10289.71 Floor Area (A) 5430.08 4288.65 7449.87 6099.21 4771.51 6129.57 7479.53 11806.76 17474.61 70929.69

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TABLE 2.2(b) – BUILT-UP AREA STATEMENT (CLUB HOUSE) (All areas in Sq.mts) S.No. Floor BUILT-UP AREA PARKING AREA 1. Club House Sub Cellar Parking Area 524.82 2. Club House Cellar Parking Area 524.82 Parking Area (B) 1049.64 3. Club House Ground Floor Parking A 405.84 4. Club House First Floor Area 405.84 5. Club House Second Floor Area 405.84 6. Club House Third Floor Area 405.84 7. Club House Fourth Floor Area 405.84 Floor Area (B) 2029.20

Total Floor Area = Floor Area (A) + Floor Area (B) = 70,929.69 + 2,029.20 = 72,958.89 Sq.Mts Total Parking Area = Parking Area (A) + Parking Area (B) = 39,352.76 + 1,049.64 = 40,402.40 Sq. Mts

Total Built-up Area = Floor Area + Total Parking Area = 72,958.89 + 40,402.40 = 1,13,361.29 Sq. Mts

PARKING AREA: The total area allocated for parking is 40,402.40 Sq. Mts. The total parking area is being proposed in the proposed project is given above.

2.3 ROAD NETWORK: The proposed project is connected to 12m wide road which is proposed to widen to 30m. The nearest major road is NH-65, which is 2.7 Kms (SEE) to the proposed project.

2.4 WATER REQUIREMENT: The total water requirement for of the project during occupational stage is 289.0 KLD, out of that the freshwater requirement is 231.25 KLD which will be sourced from Municipal Supply & Ground Water. STP recycled water 57.75 KLD

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TABLE 2.4 – WATER REQUIREMENT S.NO PURPOSE QUANTITY (KLD)

1. Domestic Fresh Water 231.25 Greenbelt Development 2. (3239.62 x 8) 26.0 3. Flushing (518 x 4 x 15) 31.0 4. Amenities (50 x 15) 0.75 TOTAL 289.00

2.5 POWER REQUIREMENT: The power requirement for the proposed project is estimated as 3720 KVA which will be sourced from the TS Transco.

2.6 BACK-UP POWER DETAILS: It is proposed to install 3 x 100 KVA DG sets for backup power requirement on power failures..

2.7 FUEL REQUIREMENT: High Speed Diesel (HSD) 75 LPD will be used for operation of 3 x 100 KVA DG sets. The fuel is used only on power failures and in maintenance activity of the DG sets.

2.8 MANPOWER REQUIREMENT: The maximum manpower required for the development of proposed project during construction phase is 100-150 persons.

2.9 STORM WATER DRAINS: All along the road network and the arterial roads of the proposed complex, storm water drains would be provided to collect water during rains. They would adequately sized to prevent over flooding of the site.

2.10 ENVIRONMENTAL INFRASTRUCTURE: a). Waste Water Generation & Management:

Total quantity of wastewater will be generated from the proposed project is likely to be 227 KLD. The generated waste water is collected and treated in proposed 250 KLD capacity Sewage Treatment Plant. The water balance details are presented below.

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TABLE 2.5 - WATER BALANCE Input Quantity Out Put Quantity Water requirement for Domestic (518 x 4 x Domestic Wastewater 135 = 279.72) 280.0 (20 % Loss) 224.0 5% Visitors (2072 x 5% = 104 x 15 = 1.50) 1.50 5% Visitors (20 % Loss) 1.2 Amenities (50 x 45) 2.25 Amenities (20 % Loss) 1.8 Swimming Pool 5.00 Evaporation loss 62.0 Total input water 289.00 Total output water 289.0

The available water after treatment will be used for Gardening, Washings & Flushing and remaining will be sent to public sewer. It should therefore be concluded there is no significant impact on surface water quality & hydrology of the area. The proposed rainwater harvesting scheme stabilizes the groundwater table in the area.

b). Sewage Treatment Plant (STP): A sewage treatment plant of 250 KLD capacity based on Sequential Batch Reactor (SBR) technology is proposed to treat the sewage water generated from the proposed project. After treatment the water will be used for , Gardening & Flushing. The design of the STP shall be based on the parameters given in below table. Sewage Treatment Process Description: Sewage treatment plant is designed to treat 250 KLD of Sewage per day. The proposed scheme is depicted in the figure attached below. Sewage treatment generally involves three stages: a) Primary treatment b) Secondary treatment c) Tertiary treatment • Pre-treatment removes materials that can be easily collected from the raw waste water before they damage or clog the pumps and skimmers of primary treatment clarifiers (trash, debris, leaves, etc.) Screening, grit removal, fat & grease removal are some of the processes involved in Pre- treatment. • Primary treatment consists of temporarily holding the sewage in a quiescent basin where heavy solids can settle to the bottom while oil, grease and lighter solids float to the surface. Principle primary treatment devices are referred to as sedimentation tanks, primary tanks, primary clarifiers or primary settling tanks. The settled and floating materials are removed and the remaining liquid may be discharged or subjected to secondary treatment.

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ENVIRONMENTAL MANAGEMENT PLAN M/s. LAVISTA CONSTRUCTIONS Residential Building construction project at Sy. No.s: 92,93,94,95,111 & 112, 113, 114, 115, 116, 117, 118, 86 AND 120 (PART) Situated at Maqtha Mahaboobpet(V), Serilingampally (M), Ranga Reddy(D), Telangana • Secondary treatment removes dissolved and suspended biological matter. The majority of municipal plants treat the settled sewage liquor using aerobic biological processes. • Tertiary treatment provides a final treatment stage to raise the effluent quality before it is discharged to the receiving environment or reused. More than one tertiary treatment process may be used at any treatment plant. It is also called "effluent polishing." • System of STP for proposed project will be Sequential Batch Reactor (SBR) system: • The Sequencing Batch Reactor (SBR) is an activated sludge process designed to operate under sequences for the various phases of biological treatment where aeration and sludge settlement both occurring in the same tank. SBR systems contain either two or more reactor tanks that are operated in parallel. • The major differences between SBR and conventional continuous- flow, activated sludge system is that the SBR tank carries out the functions of equalization aeration and sedimentation in a time sequence rather than in the conventional space sequence of continuous-flow systems. • There are normally five phases in the SBR treatment cycle: fill, react, settle, idle and decant. • Systems require less space (small foot print) than extended aeration plants-of equal capacity. FIGURE – 2.2 – PROPOSED SCHEME OF TREATMENT

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2 STP Sludge 6.0 Kg/day Stored in HDPE bags. Used as manure and or given to farmers. 3 Used 6 No’s/Year - Sent to Batteries Authorized recyclers or returned to seller 4 Used 150 Lts/Year Stored in HDPE Carboy Sold to Lubricant (Approximately 50 authorized Liters per D.G.Set) recyclers

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CHAPTER – 3 POLLUTION SOURCES - CHARACTERISTICS, QUANTIFICATION AND PREDICTION

3.1 POLLUTION SOURCES Pollutants generated due to project activities during both the construction and operation phase are solid, liquid and gaseous in nature. Also the generation of pollution could be continuous, periodic or accidental. Sources of pollutants and their characteristics during the construction and operation phase are given below in Table 3.1.

TABLE 3.1: POLLUTANT SOURCES AND CHARACTERISTICS S. Pollutant Activity/Area Pollutant Frequency No Characteristics CONSTRUCTION PHASE 1. Ground working Air emissions – Dust from Temporary during and leveling PM, NOx, SO2, construction construction CO activities and phase only- bulk excavation. of the emissions Particulate are expected from matter, NOx and ground working CO from vehicle and leveling exhaust activities. Earth / solid Solid waste from Periodic. waste construction activity and excavation. Noise Noise generated Temporary during from initial construction construction equipment and phase Machinery 2. Labour Camps Sewage Sewage Temporary – generated from during the initial temporary labour construction camps on site phase Solid Waste Solid Waste Temporary – generated from during temporary labor the initial camps on site construction phase OPERATION PHASE 1. Vehicular Air emissions Vehicle exhaust Continuous /

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ENVIRONMENTAL MANAGEMENT PLAN M/s. LAVISTA CONSTRUCTIONS Residential Building construction project at Sy. No.s: 92,93,94,95,111 & 112, 113, 114, 115, 116, 117, 118, 86 AND 120 (PART) Situated at Maqtha Mahaboobpet(V), Serilingampally (M), Ranga Reddy(D), Telangana S. Pollutant Activity/Area Pollutant Frequency No Characteristics movement and noise emissions Periodic 2. Diesel power Air emissions SO2, NOx, SPM, Periodic, only generators CO from during fuel burning power failure Noise Noise due to Periodic running of equipment Waste Used Oil Periodic, during Generation oil changes 3. Commercial Wastewater Wastewater Continuous / containing Periodic food matter Domestic Solid Garbage / Food Continuous waste waste 4. Raw water Wastewater Backwash water Continuous treatment discharge Solid waste Sludge from Continuous coagulation process 5. S.T.P Solid waste Settled and Continuous stabilized sludge Treated water Treated sewage Continuous water used for Greenbelt 6. Diesel Storage Solid waste Settled sludge Occasional during tank Cleaning Oil Oil spillage – Accidental / Only Accidental large due spills due to pipe to poor rupture housekeeping Oil Spillage - Small quantities due to small pipe leaks 7. Maintenance / Wastewater Floor washing Continuous housekeeping Solid waste Used equipment Continuous parts and garden wastes 8. Vehicle Parking Oil Spills Minor oil leaks in Continuous – Area parking lot small Quantities 9. Storm water Wastewater Contamination During rainy

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3.2 AIR EMISSION SOURCES

Air emissions have no boundaries and can migrate between areas depending upon the wind direction and speed.

3.2.1 Predicted Air Emissions from the site

CONSTRUCTION PHASE

During the construction phase, PM is expected to be the main pollutant associated with on-site roads (paved and unpaved), stockpiles and material handling. In this case, pollution emission sources shall be distributed throughout the project site and shall fall under the category of area source. The land acquired is fairly flat, so extensive formation work is not expected during this phase. It is assumed that most of the excavated material shall be used within the project, with minimal cut and fill material to come from outside the site.

Due to the confined nature of heavy construction activity during this limited period, tailpipe emissions from construction equipment are assumed to be essentially negligible.

OPERATIONAL PHASE

During the operational phase, the diesel generator sets to be operated for backup power supply are the major source of air pollution. From this point source, the following pollutants are expected;

• PM, SO2, NOx and CO Diesel Generator Set Fuel Combustion - Point Source To serve as a back-up power supply, diesel generators of 3 x 100 KVA connected to individual stacks shall be installed. The diesel generator sets are operated only during power failure thus conserving fuel and reducing the pollution. As a worst-case scenario, emissions were predicted assuming an operation time of 24 hours. The emissions from the diesel generators are provided in the following table:

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TABLE 3.2 – DIESEL GENERATOR SET EMISSIONS

Capacity No. of Stack Diamet Temp. of Exit Pollutant of DG DG Height er of exhaust velocit Emission rate Set Sets (m) Stack gases y (g/sec) (m) (0C) (m/sec) SPM SO2 NOx 3 x 100 3 Above 0.4 250 12.5 0.02 0.03 0.12 KVA the buildin g level

3.3 NOISE EMISSIONS SOURCES The assessment of the impacts of noise on the surrounding community depends upon:  Characteristics of noise source (instantaneous, intermittent, or continuous in nature, with the latter contributing the least to noise pollution);  Time of day at which noise occurs; and  Location of noise source with respect to noise sensitive receptor.

CONSTRUCTION PHASE Sources of noise emissions are expected from various types of construction equipment.

General noise levels generated from the operation of equipment and machinery are provided in Table 3.3 below:

TABLE 3.3: NOISE LEVELS GENERATED FROM CONSTRUCTION QUIPMENT Noise Level at 16 m (50 Noise Level at 1 m from Name of the source ft)from Source in dB (A) Source (calculated)in dB(A) Air Compressor 87 111 Back Hoe/Loader 81 105 Concrete Mixer Truck 85 109 Concrete Pumper 70 94 Concrete Vibrators 77 101 Cranes - mobile 81 105 Dump Truck 83 107 Generator Not Considered 75 (CPCB) Hammering 86 110 Jackhammer 88 112 Pile Driver 100 124 Radial Arm Saw 80 104 Source:www.gvrd.bc.ca/education/pdf04/ColumbiaWorkshop1- ConstructionNoise.pdf

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TABLE 3.4 – NOISE LIMITS FOR APPLIANCES AND CONSTRUCTION EQUIPMENT AT MANUFACTURING STAGE Equipment Noise Limit dB (A) Window Air Conditioner(1ton -1.5 tons) 68 Air Coolers 60 Diesel Generators 85-90 Compactors (rollers), Front Loaders, 75 Concrete Mixers, Cranes(movable), Vibrators, and Saws

OPERATIONAL PHASE During the operational phase, the diesel power generators will be the major source of noise.

3.4 WATER AND WASTEWATER MANAGEMENT 3.4.1 WATER REQUIREMENTS Water requirement during the construction phase will be met from water tankers. The required water during the operational phase will be sourced from ground water. However, in the event of non availability of water or for any excess requirement of water during the operational phase, the proponents are proposing backup with the aid of rainwater collection in the reservoirs which will be duly treated, water recycling and water tankers (in case of water supply failure). It is also emphasized that at any stage of the project, groundwater reserves would not be exploited for the water requirement. The water requirements during various phases of the project are discussed below:

A) CONSTRUCTION PHASE Construction phase may last for a period of approximately Three years in order to complete the earthwork, foundation lying, superstructure development, service provision and finishing. The water requirement is being met from the water tankers.

B) OPERATIONAL PHASE Water requirements will be met from the Municipal Water supply. The water requirement for Flushing, Gardening, Landscaping and other purposes would be met from duly treated recycled water. Water requirements are planned to be met partly by tankers and partly by rainwater harvesting by way of collecting the rain water in the specifically built reservoirs, which would be duly treated before use in the project activity, otherwise it will be recharged to the ground to augment the water table in the area. Water tankers will be used only in case of any

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Water conservation: Water conservation is an important part of sustainable living and in order to optimize the water requirement in the project, the developers would incorporate the component of water conservation by means of rainwater harvesting and water recycling using fixtures which are low flow and water efficient models such as 3/5 liter capacity WC flushing system, sensor operated urinals and taps to minimize the wastage of water along with employee education and awareness programme and selective use of dry type urinals. As per the approved plans from Municipal Authority, various mitigative measures shall be proposed to further minimize the impacts.

Storm Water Management & Rain Water Harvesting Structures Elaborate plans have been made for channelizing the storm water by constructing water drains leading to the reservoirs. In order to minimize the surface runoff loss, groundwater recharging through groundwater recharge pits at the project site has been planned. Appropriate design considerations have been taken while designing the recharge pits.

Calculating Runoff for Water Harvesting Calculating runoff is an important step in designing the water harvesting system.

Catchment Area: the area in which rain directly falls (i.e. a roof, a driveway, or a landscape). The area is the same regardless of slope; you can also think of the area as seen from a birds-eye view or as the horizontal surface space occupied.

Runoff Coefficient: the average percentage of rainfall that will run off a particular surface. The runoff coefficient will vary depending on the composition of the surface and the rainfall intensity.

Annual Rainfall: the average amount of rainfall over one-year period for your location.

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2 Runoff Coefficient 0.75 0.9 0.3

3 Rainfall(m/hr) 0.025 0.025 0.025

4 Run Off Load (m3/hr) 128.42 339.37 24.29

Total Run Off load = 128.42 + 339.37 + 24.29 = 492.08 m3/hr *Calculations based on 25 mm/h rainfall - duration one hour for storm water design

Paved Area= Total Net Plot Area – (Roof Area + Green Area) = 25171 – (15083 +3239) = 6849 m2 Paved Area: = Catchment Area X Runoff Coefficient X Rain Fall = 6849 X 0.75 X 0.025 = 128.42 m3/hr Roof Area: = Catchment Area X Runoff Coefficient X Rain Fall = 15083 X 0.9 X 0.025 = 339.37 m3/hr Green Area: = Catchment Area X Runoff Coefficient X Rain Fall = 3239 X 0.3 X 0.025 = 24.29 m3/hr

Total Run off load = 492.08 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 492.08/4 = 123.02 m3

Taking the effective radius and depth of a Recharge pit 1.5 m and 2 m respectively, Volume of a single Recharge pit = π r 2 h = 3.14 × (1.5)2 × 2 = 14.13 m3

Hence No. of pits required = 22.33 /4.52 = 8.7 say 9Pits.

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FIGURE-3.1: RAIN WATER HARVESTING STRUCTURE

3.4.2 WASTEWATER QUANTIFICATION AND CHARACTERISTICS The wastewater generation during construction and operational phase is described below:

A) CONSTRUCTION PHASE Wastewater generation during construction period shall be from construction labours and construction activities. Wastewater generation due to construction activities would be very less. Since the project lies in an urban stretch, preference would be given to the employment of labours local to the area. This would result in settlement of less labor colonies in the project site and hence less wastewater generation from the transit labor settlements.

B) OPERATIONAL PHASE During this phase, it has been assumed that 80 % of the water supplied will be discharged as wastewater (Source: Manual on sewerage and sewage treatment, published by Government of India). Wastewater generated is expected to have characteristics and pollution load as shown in Table 3.6.

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TABLE 3.6: EXPECTED WASTEWATER CHARACTERISTICS AND POLLUTION LOAD Parameter Before Treatment

pH 6.5 – 8.0

TSS(mg/lit) 350

BOD 350

COD 450

Oil & Grease 20

The wastewater with the foresaid characteristics can neither be discharged into inland surface water nor reused. Suitable treatment would be given to the wastewater so as to meet CPCB requirements depending upon the end use. It is proposed to install a sewage treatment plant of capacity 250 KLD, to recover the recycled water of quality suitable for use in Gardening & Flushing. A sewage treatment plant with Sequential Batch Reactor (SBR) technology is proposed to treat the sewage water generated in the proposed project. After treatment the water will be used for Gardening & Washings.

3.5 SOLID AND OTHER WASTES Waste quantification and characterization exercise is being carried out to estimate the quantum and type of waste that would be generated by different activities due to proposed project during construction and operation phase. The estimated quantity and quality of waste would serve as a baseline for designing collection, transportation, treatment and disposal options for solid waste generated due to proposed project.

A) CONSTRUCTION PHASE Construction activities create solid wastes that need to be disposed. Such wastes include sand, concrete, gravel, stone, bricks, plastic, paper, wood, metal and glass. According to a report prepared by the Technology Information, Forecasting, and Assessment Council (TIFAC), estimated waste generation during construction and demolition operations is 60 kg/m2 and 500 kg/m2 respectively (TIFAC, 2001). This waste after sorting can be used for backfilling in the basement and for leveling purposes.

B) OPERATIONAL PHASE Waste quantification has been carried out based on the activities proposed in the project master plan. Waste generation factors for each activity are as per the National and International standards applicable in similar setting. Following section outlines details of the type of waste generated by different activities.

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TABLE 3.9: ESTIMATED WASTE GENERATION FROM DIFFERENT ACTIVITIES Type of S.No Quantity Collection/storage Disposal Waste 1 Garbage 538.72 Kg/day Stored in green and Sent to (2072 No’s x 0.26 blue bins for recyclable Authorized Kg/Person/Day) and non-recyclable Vendors. wastes respectively. Collected and transported to the segregation point by Municipality. 2 STP Sludge 6.0 Kg/day Stored in HDPE bags. Used as manure and or given to farmers. 3 Used 6 No’s/Year - Sent to Batteries Authorized recyclers or returned to seller 4 Used 150 Lts/Year Stored in HDPE Sold to Lubricant (Approximately Carboy authorized 50 Liters per recyclers D.G.Set) 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. Employs/ /Visitors : 0.28 kg/person/day

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4.1 IMPACT ASSESSMENT: The potential impacts on the surrounding environment in the 10km radial distance of proposed project site along with the mitigation measures during construction and operational stages are summarized in Table 4.1 and Table 4.2. The construction phase is for a period of 24 months. Considering this to be a relatively short period, all construction impacts can be considered to be short term and temporary. As for the operational phase, the project proponent shall ensure that impacts are minimized and are within applicable/ specified limits by TSPCB & CPCB by providing relevant pollution control equipment and/ or mitigation measures discussed in the following tables.

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ENVIRONMENTAL MANAGEMENT PLAN M/s. LAVISTA CONSTRUCTIONS Residential Building construction project at Sy. No.s: 92,93,94,95,111 & 112, 113, 114, 115, 116, 117, 118, 86 AND 120 (PART) Situated at Maqtha Mahaboobpet(V), Serilingampally (M), Ranga Reddy(D), Telangana TABLE – 4.1 - CONSTRUCTION PHASE - POTENTIAL IMPACTS AND MITIGATION MEASURES S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components 1. Water resources Minor negative & Water requirement of Judicious use of water; Water requirement will temporary impact 50 - 70 KLD for minimization of water be sourced from the on surface & construction activities consumption by use of high- bore wells & water ground water pressure hoses for dust tankers. However, the resources. suppression bore wells shall not be tapped beyond their yield. 2. Surface water No impact Erosion and run-off Avoiding excavation in - quality due to excavation/ monsoon season; providing construction appropriate measures for activities, especially erosion and sediment control; in monsoon season; providing adequate sanitation Discharge of waste facilities for workers at site; water, construction avoiding discharge of untreated as well as domestic. wastewater in the area. 3. Ground water No impact Construction Storage area for fuels, paints, - quality activities thinners, etc. to be such so as to avoid chances of spillage. No discharge to ground water body. 4. Air quality Temporary Construction Carrying out construction - negative impact equipment; operation activity in temporary of DG sets for enclosures, where feasible; construction power water sprinkling for dust requirement; suppression; regular

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ENVIRONMENTAL MANAGEMENT PLAN M/s. LAVISTA CONSTRUCTIONS Residential Building construction project at Sy. No.s: 92,93,94,95,111 & 112, 113, 114, 115, 116, 117, 118, 86 AND 120 (PART) Situated at Maqtha Mahaboobpet(V), Serilingampally (M), Ranga Reddy(D), Telangana S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components vehicular traffic; maintenance of construction excavation; equipment & vehicles; use of concreting; etc. fuel of proper quality; use of state-of-the-art construction equipment & methods 5. Noise Medium negative Various construction Use of low noise generating - & temporary activities; material state-of-the-art construction and vehicular equipment and construction movement techniques; providing personnel protective equipment to workers; providing temporary enclosure for DG set and other construction activities, where feasible; avoiding construction work in the night time 6. Land (i) Land use/ No impact Change of land use of No land conversion is required Site Premises is requirement the plot area as land is a vacant plot and is designated as designated for Commercial Residential area complex by municipal corporation. (ii) Solid wastes & Temporary minor Construction material Maintaining proper inventory - land pollution negative impact handling; control for reduced waste construction wastes generation; substitution of handling and disposal hazardous raw materials by

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ENVIRONMENTAL MANAGEMENT PLAN M/s. LAVISTA CONSTRUCTIONS Residential Building construction project at Sy. No.s: 92,93,94,95,111 & 112, 113, 114, 115, 116, 117, 118, 86 AND 120 (PART) Situated at Maqtha Mahaboobpet(V), Serilingampally (M), Ranga Reddy(D), Telangana S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components non-hazardous materials, where feasible; providing proper facility for storage and handling of fuel oils; disposal of spent oils, classified as hazardous waste by sale to authorized third party; proper handling and disposal of construction wastes; Contractor’s to assume full responsibility for clearing off construction wastes (iii) Geology & No impact Construction of the No heavy structure planned as All civil structures shall Seismicity Commercial complex part of the project be constructed as per earthquake zone classification 7. Ecology Minor positive Construction activity No trees on the site shall be No ecologically impact causing impact on cut. sensitive area such as existing ecosystem In fact green belt will be forest/ agricultural on-site and top soil; developed all along the land will be used for cutting of existing building boundary, roadside the project. Presently, vegetation, if and lane divider. the site has no trees. required; water sprinkling during dust 14,320.0 Sq. m to be generation activities; erosion developed as greenbelt. and sediment control; noise and fugitive dust control;

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ENVIRONMENTAL MANAGEMENT PLAN M/s. LAVISTA CONSTRUCTIONS Residential Building construction project at Sy. No.s: 92,93,94,95,111 & 112, 113, 114, 115, 116, 117, 118, 86 AND 120 (PART) Situated at Maqtha Mahaboobpet(V), Serilingampally (M), Ranga Reddy(D), Telangana S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components restricting construction activity during nighttime 8. Socio-economic (i) Population and Minor negative Increase in Employing local people to the About 100 – 150 literacy rate and temporary population due to maximum extent possible construction workers possible temporary are expected to be settling of employed construction workers from outside the study area for the project (ii) Employment Minor positive & Availability of Employing local people to the About 100 – 150 temporary impact construction jobs maximum extent possible construction workers are expected to be employed (ii) Amenities such No impact Needs of construction Employing local people to the - as education, workers; extent possible for medical, water construction work; making supply, adequate provision through the sanitation, etc. contractors to handle water, sanitary, medical and fuel requirement of construction workers to ensure that the existing infrastructure is not strained (iv) Transportation Temporary Increased traffic load Ensuring that traffic is well -

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TABLE – 4.2 - OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components 1. Water resources Minor negative Total water Recycle water will be used The fresh water will impact on surface requirement for the Flushing and Gardening be sourced from water resources proposed project is ground water. 289.0 KLD. Moderate negative impact on ground (Fresh Water – 231.25 water resources due KLD & to consumption. S.T.P Recycle- 57.75 KLD) Minor positive Waste Water impact due to Generation : 227.0 KLD recharge by rainwater harvesting. 2. Surface water No impact Discharge of sewage Recycle water will be used - quality and wastewater from Flushing and Gardening

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impact (for SO2, sets within the specified within the specified

NOX and HC emissions standards; limits emissions) stack height = building height + 5 mts. for safe dispersal of pollutants; HSD with 0.25% sulfur content in DG sets; periodic maintenance of DG sets for reduced emissions 5. Noise Minor negative Noise generating Proper equipment selection; - impact rotating/ moving mandatory acoustic equipment enclosure for DG sets; regular maintenance of noise generating equipment; providing personnel protective equipment to persons working in noisy areas; suitable design and location of utility block;

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ENVIRONMENTAL MANAGEMENT PLAN M/s. LAVISTA CONSTRUCTIONS Residential Building construction project at Sy. No.s: 92,93,94,95,111 & 112, 113, 114, 115, 116, 117, 118, 86 AND 120 (PART) Situated at Maqtha Mahaboobpet(V), Serilingampally (M), Ranga Reddy(D), Telangana S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components development of suitable green belt and landscaping 6. Land environment (i) Land use / No impact Requirement of land for 3,239.62 Sqm of area Once the project is requirement the proposed project available for greenbelt operational, no development additional land will be required. (ii) Solid wastes & Minor negative Handling and disposal Segregation of wet and dry Though no solid/ land pollution impact of hazardous and solid garbage – disposal of dry hazardous waste will wastes garbage through off-site be disposed off on recycling or to municipal land, chances of waste collection system and inadvertent wet waste to composting at occasional spillage site; disposal of waste lube on land cannot be oils by sale to authorized ruled out third party; buy-back arrangement for waste lead acid batteries (iii) Geology & No impact Improper building Regular maintenance of the - Seismicity design not adhering to structures to withstand specified codes; natural phenomena; carrying improper building out the structural integrity maintenance testing 9. Ecology No impact Emissions and All emissions and discharges - discharges from project including noise will be within operations; noise specified standards; all solid/

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(ii) Employment Medium positive Direct employment of Employing personnel from Approximately 300 impact personnel for proposed within the study area to the persons Direct project. extent possible, subject to employment and availability of skilled indirect employment manpower requisite to the are expected to be job requirement employed for the project (ii) Amenities such No impact Requirement of various Employing personnel from Various amenities in as education, facilities for the within the study area to the the study area are medical, water children of personnel extent possible, subject to adequate. supply, employed from outside availability of skilled sanitation, etc. the study area manpower requisite to the job requirement

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CHAPTER – 5 ENVIRONMENTAL MANAGEMENT PLAN 5.0 INTRODUCTION: The Environmental Management Plan (EMP) is a site specific plan developed to ensure that the project is implemented in an environmental sustainable manner where all contractors and subcontractors, including consultants, understand the potential environmental risks arising from the proposed project and take appropriate actions to properly manage that risk. EMP also ensures the project implementation is carried out in accordance with the design by taking appropriate mitigative actions to reduce adverse environmental impacts during its life cycle.

5.1 ENVIRONMENTAL MANAGEMENT PLAN An Environmental Management Plan (EMP) will be required to mitigate the adverse environmental impacts during construction and operation phase of the project and these are as below:

5.1.1 EMP FOR AIR ENVIRONMENT A) CONSTRUCTION PHASE To mitigate the impact of PM (dust) during the construction phase of the proposed project, the following measures are recommended for implementation:  a dust control plan; and  Procedural changes to construction activities. TABLE 5.1: DUST CONTROL PLAN Fugitive Dust S.No Dust Control Actions Source Category 1. Earth-moving - For any earth moving which is more than 30m from all property lines, conduct watering as necessary to prevent visible dust emissions from exceeding 100m in length in any direction. 2. Disturbed surface areas - Apply dust suppression in a sufficient (except completed grading quantity and frequency to maintain a areas) stabilized surface; - Areas, which cannot be stabilized, as evidenced by wind driven dust, must have an application of water at least twice per day to at least 80 percent of the unstabilized area. Disturbed surface areas - Apply water to at least 80 percent of all (completed grading areas) inactive accessible disturbed surface areas on a daily basis when there is evidence of wind driven fugitive dust. 3. Inactive disturbed surface - Apply dust suppressants in sufficient areas quantity and frequency to maintain a

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stabilized surface. 4. Unpaved roads -Water all roads used for any vehicular traffic at least twice per day of active operations; OR - Water all roads used for any vehicular traffic once daily and restrict vehicle speed to 30 kmph. 5. Open storage piles - Apply water to at least 80 percent of the surface areas of all open storage piles on a daily basis when there is evidence of wind driven fugitive dust. 6. Track-out control -Downwash of trucks (especially tyres) prior to departure from site.

PROCEDURAL CHANGES TO CONSTRUCTION ACTIVITIES Material Production - The transport of materials such as concrete and asphalt to construction sites generate significant amounts of road dust, especially for sites that are relatively far from material manufacturers. Setting up temporary portable concrete plants and/or asphalt plants at construction sites can eliminate haulage of materials.

Emission Control for Equipment- Control equipment such as particle filters can be used to reduce diesel particulate matter emissions.

Idling Time Reduction - Construction equipment is commonly left idling while the operators are on break or waiting for the completion of another task. Emissions from idling equipment tend to be high, since catalytic converters cool down, thus reducing the efficiency of hydrocarbon and carbon monoxide oxidation. Existing idling control technologies, which automatically shut the engine off after a preset time can reduce emissions, without intervention from the operators.

Improved Maintenance - Recognizing that significant emission reductions can be achieved through regular equipment maintenance, contractors will be asked to provide maintenance records for their fleet as part of the contract bid and at regular intervals throughout the life of the contract. A monetary incentive/disincentive provision will be established to encourage contractors to comply with regular maintenance requirements.

Reduction of On-site Construction Time - Rapid on-site construction would reduce the duration of traffic interference and therefore, reduce emissions from traffic delay. Off-site fabrication of structural components can also enhance the quality of work, as the production takes place in controlled settings and external factors such as weather and traffic do not interfere.

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B) OPERATION PHASE To mitigate the impact of pollutants from diesel generator sets during the operational phase of the site the following measures are recommended for implementation:

 Diesel generator set emission control measures; and  Greenbelt development.

Diesel Generator Set Emission Control Measures The most important pollutant requiring further control is NOx, as the impact of SO2 emission is minimal because of the use of low (~0.05%) Sulphur in diesel as fuel.

The following mitigation measures are proposed for NOx reduction:

 add-on emission control technologies; and  NOx retarder

Among the above-mentioned options, inherent low NOx emissions technologies (i.e. a temperature retarder) and better dilution through higher stack are preferred cost effective mitigation measures. The add-on emission control technologies are not considered as it leads to pollution transfer to another media and shall require further mitigative measures.

Greenbelt Development Increasing vegetation in the form of greenbelt is one of the preferred methods to mitigate air pollution. Plants serve as a sink for pollutants, reduce the flow of dust and reduce noise pollution.

TABLE 6.2 SPECIES TO BE USED TO REDUCE AIR POLLUTION IN GREENBELT DEVELOPMENT Botanical name Local name Importance Acacia auriculaeformis Auriculata Avenue tree Ailanthus excelsa Pedda maanu Tree borne oil Albizia lebbeck Dirisana Shade, timber and scented flowers Azadirachta indica Vepa or Neem Neem oil & neem products Cassia fistula Rela Ornamental and bark is a source of tannin Casuarina Sarvi Pulp and construction material equisetifolia Delonix regia Chitikesara Ornamental avenue tree Eucalyptus spp. Eucalyptus Pulp and construction material Ficus benghalensis Marri Shade and a source of food for birds Ficus racemosa Medi Edible fruits Ficus religiosa Raavi Shade and a source of food for birds

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Gmelina arborea Gummadi teku Timber Grewilia robusta Silver oak Avenue tree Holoptelia integrifolia Nemali naara Fibre and timber Leucaena Subabul Fodder and pulp wood leucocephala Mangifera indica Mango Edible fruit Michelia champaca Chettu sampange Scented flowers Mimosops elengi Pogada Shade and edible fruit Muntingia calabura Wild cherry Shade and edible fruit Pongamia pinnata Gaanuga Source of biodiesel Polyalthia pendula Ashoka Majestic tree with drooping branches Polyalthia longifolia Ashoka Avenue tree Tamarindus indica Chinta Tamarind fruit and leaf Tectona grandis Teak Timber Terminalia arjuna Nallamaddi Timber and shade tree Terminalia catappa Baadam Edible nuts

5.1.2 EMP FOR NOISE ENVIRONMENT

A) CONSTRUCTION PHASE To mitigate the impact of noise from construction equipment during the construction phase of the site the following measures are recommended for implementation:

Noise Shields - Construction equipment producing the most amount of noise should be fitted with noise shields. This shield is a physical barrier (composed of brick and mud, with a non reflective internal plastering), approximately 3 meters in height, which will provide adequate noise attenuation.

Time of Operation - Noisy construction equipment should not be permitted during night hours.

Job Rotation and Hearing Protection - Workers employed in high noise areas will be rotated. Earplugs/muffs, or other hearing protective wear will be provided to those working very close to the noise generating machinery.

B) OPERATION PHASE To mitigate the impact of noise from diesel generator sets during the operational phase the following measures are recommended for implementation:  Noise emissions control technologies; and  Greenbelt development.

Noise Emissions Control Technologies: All the diesel generators will be housed in a suitable acoustic enclosure so that noise levels at a distance of one meter do not exceed 75 dB(A) at 75% load (as per CPCB norms). The diesel generator set housing

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5.1.3 EMP FOR WATER ENVIRONMENT A) CONSTRUCTION PHASE To prevent degradation and maintain the quality of the water source, adequate control measures have been proposed to check the surface run-off, as well as uncontrolled flow of water into any water body. Following management measures are suggested to protect the water quality during the construction phase.

 Avoid excavation during monsoon season.  No discharge of treated wastewater to soil and ground water body.  Waste water channels from the site would be connected to septic tank during construction to prevent wastewater from entering the water bodies.  To prevent surface and ground water contamination by oil/grease, leak proof containers should be used for storage and transportation of oil/grease. The floors of oil/grease handling area should be kept effectively impervious. Any wash off from the oil/grease handling area or workshop shall be drained through impervious drains, Clarifiers or oil/water separators shall be constructed and effluent should be treated appropriately before releasing it.  Construction activities generate disturbed soil, concrete fines, fertilizer, oils and other wastes. On-site collection and settling of storm water, prohibition of equipment wash downs, and prevention of soil loss and toxic releases from the construction site are necessary to minimize water pollution.  All stacking and loading areas should be provided with proper garland drains equipped with baffles to prevent run off from the site to enter any water body.

B) OPERATION PHASE In the operation phase of the project, water conservation and development measures need to be taken including all possible potential for conservation of water, reuse, rainwater collection in reservoirs, and recycling of waste water. These could be in the form of the following:  Water source Development  Minimizing water consumption  Promoting reuse of water after treatment and development of closed loop systems for different water streams.

Water Source Development Water source development shall be practiced by installation of scientifically designed artificial water recharging structures. The objective is to develop the water sources of the region, such that sustainable water supply to the proposed project is maintained. Following methods normally do artificial recharge;

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 Area Treatment  Spreading Methods  Open Well and Shafts  Drilled wells and Bore Holes

The suitability of a particular method is based on hydro-geological condition, quality of source and proposed use of recharge water. In the proposed project, groundwater recharge pits are planned for groundwater recharging. It is envisaged that recharging to ground water will improve the water quality in the area, as the rainwater is fresh and without any pollution. It is planned to effectively harvest water by rainwater harvesting mechanism.

Minimizing Water Consumption Water consumption will be minimized by implementing water efficient fixtures such as 3 litres WC flushing cistern and taps to minimize the wastage of water together with other water conservation measures. Furthermore, to ensure ongoing water conservation, an employee education and awareness programme will be introduced for the employee of the mall. Dry type urinals will also be used selectively. Following section discusses the specific measures, which shall be implemented;

Commercial Usage:  Use of water efficient plumbing fixtures (ultra flow toilets and urinals,). Water efficient plumbing fixtures use less water with no marked reduction in quality and service. To install water less W.C. flushing cistern helps in conserving water.  Leak detection and repair techniques  Sweep with a broom and pan where possible, rather than hose down for external areas;  Awareness campaign to disseminate knowledge on strategies and technologies that can be used for water conservation  New employees will be issued a standard water information packet. The information should include water conservation plans, water conservation methods being adopted in the complex and a list of essential and non- essential water uses.  Office Manager will periodically remind the staff of water conservation efforts and notify staff of recurring problems with compliance or any changes in policy. As new conservation efforts are implemented, the manager will communicate these changes to the employees.  Proper methods of water use will be placed in the toilets and other areas of water consumption.

Horticulture:

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 Drip irrigation system shall be used for the lawns and other green area. Drip irrigation can save between 15-40% of the water use, compared with other watering techniques.  Plants with similar water requirements shall be grouped on common zones to match precipitation heads and emitters.  Use of low-volume, low-angle sprinklers for lawn areas.  Select controllers with adjustable watering schedules and moisture sensors to account for seasonal variations, and calibrate them during commissioning.  Selecting a drought resistant grass, and using lawn chemicals and fertilizer sparingly also reduces watering needs.  Place 3 to 5 in. of mulch on planting beds to minimize evaporation.

Promoting Reuse of Water after Treatment and Development of Closed Loop Systems

To promote reuse of Water after Treatment and development of closed loop system for water, segregation of two schemes namely (i) Wastewater Treatment scheme; and (ii) Storm water management scheme have been suggested.

Harvested storm water as discussed in earlier section, shall be utilized for artificial recharge of ground water sources as well as to augment the project water requirements. Recycled wastewater shall be reused on site for flushing, and gardening.

It is estimated that reusing wastewater will save approximately 30 to 35 % of portable water per day in the shopping mall. Following section details the wastewater treatment scheme suggested for the project.

5.1.4 EMP FOR LAND ENVIRONMENT

A) CONSTRUCTION PHASE Waste generated from construction activity includes construction debris, biomass from land clearing activities (if any), waste from the labour camp, and. other waste. The following section discusses management of each type of waste. Besides management of topsoil is an important area for which management measures are required.

Construction Debris: Construction debris is bulky and heavy and re-utilization and recycling is an important strategy for management of such waste. As concrete and masonry constitute the majority of waste generated, recycling of this waste by conversion to aggregate can offer benefits of reduced landfill space and reduced extraction of raw material for new construction activity. This is particularly applicable to shopping mall project as the construction is to be completed in a phased manner.

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Recycled aggregate will be used for filler application, and as a sub-base for internal road construction. Mixed debris with high gypsum, plaster, shall not be used as fill, as they are highly susceptible to contamination, and will be given to recyclers. Construction contractors shall remove metal scrap from structural steel, piping, concrete reinforcement and sheet metal work from the site. A significant portion of wood scrap can be reused on site. Recyclable wastes such as plastics, glass fiber insulation, roofing etc shall be sold to recyclers.

Solid and Other waste Construction sites are sources of many toxic substances, such as paints, solvents, wood preservatives, pesticides, adhesives and sealants. Such wastes generated during construction phase shall be stored in sealed containers, labeled, and disposed of as required by the Hazardous Wastes Management, Handling and Transboundary Movement Amendment Rules (MoEF&CC 2009). Some management practices to be developed are;

 Herbicides and pesticide will not be over applied (small-scale applications) and not applied prior to rain;  Paintbrushes and equipment for water and oil based paints shall be cleaned within a contained area and shall not be allowed to contaminate site soils, watercourses, or drainage systems.  Adequate storage facilities for such waste shall be provided and the waste collection containers conveniently located. A separate designation to earmark such waste will be made so that the waste storage areas are away from storm drains or watercourses.  Clearly label all such waste containers with the waste being stored and the date of generation.  Educate employees and subcontractors on waste storage and disposal procedures.

Soil Management Measures, which would be followed to prevent soil erosion and contamination include - Maximize use of organic fertilizer for landscaping and green belt development.  To prevent soil contamination by oil/grease, leak proof containers should be used for storage and transportation of oil/grease and wash off from the oil/grease handling area shall be drained through impervious drains and treated appropriately before disposal.  Vegetation of bare areas after the project.  Working in a small area at a point of time (phase wise construction).  Construction of erosion prevention troughs/berms.

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B) OPERATIONAL PHASE The philosophy of solid waste management at the shopping mall will be to encourage the four R’s of waste i.e. waste reduction, reuse, recycling, and recovery (materials & energy). This will reduce in lesser reliance on land filling. Regular public awareness meetings will be conducted to involve the occupants and the employees to ensure proper segregation, storage and collection of waste as per the Municipal Solid Waste (Management and Handling) Rules 2000.

The Environmental Management Plan for the solid waste focuses on the Segregation, Storage at source and Collection of the waste management system.

Segregation and storage at source Segregation of waste at source should be made mandatory for the complex. Segregation or sorting waste at its source should be practiced in order to encourage reuse/recycling. With segregation at source recyclables do not lose their commercial value due to cross contamination.

Waste generated at the complex should be segregated as: bio degradable, inert cum mixed waste, recyclables and waste from changing oil. The entire waste stream from the complex should be stored and collected separately.

Collection The Recyclables from the shopping mall would be given to the waste itinerant buyers or rag pickers, whereas segregated bio-degradable waste and inert cum mixed waste shall be sent to the nearest landfill site for processing and final disposal. Wastes, such as spent oils, paint residues etc. from the site would be collected separately & would be properly disposed off.

5.1.5 EMP FOR BIOLOGICAL ENVIRONMENT Construction activities change the natural environment. But it also creates a built environment for the surrounding. The project requires the implementation of following choices exclusively or in combination.

A) CONSTRUCTION PHASE

 Restriction of construction activities to defined project areas, which are ecologically less sensitive.  Restrictions on location of labor camps and offices for project staff near the project area to avoid human induced secondary additional impacts on the flora and fauna species.  Cutting, uprooting, coppicing of trees or small trees present in and around the project site for cooking, burning or heating purposes by the laborers will be prohibited and suitable alternatives for this purpose will be found.

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 Along the major construction work the peripheral greenbelt should be developed, so that; it will grow to become a full-fledged green cover by the time the construction is over.

B) OPERATION PHASE Enhancement of current ecology at the proposed project site will entail the following measures:  Plantation & landscaping  Green Belt Development  Park & avenue plantation The section below summarizes the techniques to be applied to achieve the above objective.

Plantation & landscaping Selection of the plant species will be based on their adaptability to the existing geographical conditions and the vegetation composition of the forest type of the region.

During the development of the green belt within the project area, it has to be emphasized that those native plant species should be planted which are having good ornamental values and fast growing with excellent canopy cover.

Selection of plant species for Green belt development The selection of plant species for the development depends on various factors such as climate, elevation and soil. The list of plant species, which can be suitably planted, and having significant importance are provided in Table 5.3. The plants should exhibit the following desirable characteristic in order to be selected for plantation.

i. The species should be fast growing and providing optimum penetrability. ii. The species should be wind-firm and deep rooted. iii. The species should form a dense canopy. iv. As far as possible, the species should be indigenous and locally available v. Species tolerance to air pollutants like SPM, SO2 and NOx should be preferred. vi. The species should be permeable to help create air turbulence and mixing within the belt. vii. There should be no large gaps for the air to spill through. viii. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces. ix. Ability to withstand conditions like inundation and drought. x. Soil improving plants (Nitrogen fixing, rapidly decomposable leaf litter). xi. Attractive appearance with good flowering and fruit bearing. xii. Bird and insect attracting tree species. xiii. Sustainable green cover with minimal maintenance

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TABLE 5.3: SUGGESTED TREES FOR GREEN BELT DEVELOPMENT Time when Scientific Name Standard Name flowering – fruiting occurs Tamarindus indica Chinta March-April Syzygium cumini Jama June-July Mangifera indica Mango April-July Leucaena leucocephala Subabul February-May Emblica officinalis Usiri January Azadirachta indica Vepa or Neem June-July

Landscaping and Avenue Plantation Parks or gardens maintained for recreational and ornamental purposes will not only improve the current ecology of the proposed site but also aesthetic value in the area. The plan for plantation in parks and avenues is given below.

Parks/Gardens  Ornamental trees with spreading branches, shade giving with colorful flowers for people to relax.  Suitable patches of lawns, rocketry with cactus and other small flowering xerophytic plants.

Avenue plantation  Trees with colonial canopy with attractive flowering  Trees with branching at 10 feet and above  Trees with medium spreading branches to avoid obstruction to the traffic  Fruit trees to be avoided because children may obstruct traffic and general movement of public.

5.1.6 EMP FOR SOCIO-ECONOMIC ENVIRONMENT The Social management plan has been designed to take proactive steps and adopt best practices, which are sensitive to the socio-cultural setting of the region. The Social Management Plan for the proposed project will focus on the following components

Income Generation Opportunity during Construction and Operation phase Proposed project would provide employment opportunity during construction and operation phase. There would also be a wider economic impact in terms of generating opportunities for secondary occupation within and around the complex. The main principles considered for employment and income generation opportunities are out lined below:

 Employment strategy would prefer employment of local people.

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 General recruitment procedures will be transparent, public, open to all and recruitment should be publicized in advance.  There will be no discrimination on basis of gender, caste or other factors.

IMPROVED WORKING ENVIRONMENT FOR EMPLOYEES: Proposed project would provide safe and improved working conditions for the workers employed at the facility during construction and operation phase. The complex will provide a new experience in working and recreation. Following measures should be taken to improve the working environment of the area.

 Less use of chemicals and biological agents with hazard potential  Developing a proper interface between the work and the human resource through a system of skill improvement  Measures to reduce the incidence of work related injuries, fatalities and diseases  Maintenance and beautifications of the Complex and the surrounding roads.  Providing a system of incentives to employers and employees to achieve higher health and safety standards  Opportunities would be provided to the emerging and established artist to showcase their work  Handicraft and indigenous crafts from different states would be promoted by providing a platform for display and trade.

MITIGATIVE MEASURES Transport and road safety: Since the project involve the movement of vehicles and machineries in the area, the health and safety of pedestrians and residents accessing the communities is an issue of concern. Considering this, the project proponents shall mitigate the impact by drawing traffic management plans, so that any mishap due to traffic thenceforth can be avoided.

Besides having an implication on their safety, the increase in traffic would create congestion, cause potential delays and inconvenience for pedestrians. Taking this into concern, following aspects should be kept in mind:

 Proper precautionary signage shall be installed.  Training to the drivers  Installation of adequate speed breakers at correct locations.

CONCLUSION: Thus overall, it’s evident that the project aims at maximizing the project benefits to the people around the site, the region and the state in general. As discussed in the study, appropriate measures would be taken to mitigate negative impacts on the residents. The benefits along with mitigation measures to tackle any adverse impact on the socio-economic conditions should aim at creating most conducive

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5.1.7 EMP FOR ENERGY CONSERVATION Energy conservation program will be implemented through measures taken both on energy demand and supply as given in Figure 5.1

FIGURE 5.1: FLOW DIAGRAM FOR ENERGY CONSERVATION

Supply Energy Demand Conservation

• Use energy –efficient DG Sets • Reduce Consumption • Exploring the possibilities of • Use energy –efficient introducing renewable energy appliances • Create guest awareness

Energy conservation will be one of the focuses during the Commercial Complex planning and operation stages. The conservation efforts would consist of the following:

ENERGY SAVING PRACTICES:  Purchase of energy efficient appliances  Constant monitoring of energy consumption and defining targets for energy conservation  Adjusting the settings and illumination levels to ensure minimum energy used for desired comfort levels  Installing programmable on/off timers and sensors for low occupancy areas  Use of compact fluorescent lamps and low voltage lighting.  Sunscreen films on windows to reduce heating inside the buildings

5.2 ENVIRONMENTAL MANAGEMENT PLAN AND MONITORING PLAN: ENVIRONMENTAL MANAGEMENT PLAN Apart from having an Environmental Management Plan, it is necessary to have a permanent staff charged with the task of ensuring its effective implementation of mitigation measures and to conduct environmental monitoring. The major duties and responsibilities of the person – in - charge shall be as given below:  To implement the environmental management plan,  To assure regulatory compliance with all relevant rules and regulations,  To ensure regular operation and maintenance of pollution control devices,  To minimize environmental impacts of operations by strict adherence to the EMP.

M/s. VISON LABS, HYDERABAD 47

 To initiate environmental monitoring as per approved schedule.  Review and interpretation of monitored results and corrective measures in case monitored results are above the specified limit.  Maintain documentation of good environmental practices and applicable environmental laws as ready reference.  Maintain environmental related records.  Coordination with regulatory agencies, external consultants, monitoring laboratories.  Maintain of log of public inconvenience and the action taken

ENVIRONMENTALMONITORING: The purpose of environmental monitoring is to evaluate the effectiveness of implementation of Environmental Management Plan (EMP) by periodically monitoring the important environmental parameters within the impact area, so that any adverse affects are detected and timely action can be taken. The following areas will be monitored regularly; 1) Raw water quality of water supply, Bore well water and tanker water (whenever used) will be monitored regularly to ensure suitability for drinking or other domestic usage. 2) The treated water quality shall also be checked on a regular basis particularly at the points of actual use. 3) Water consumption in various areas and for different users will be measured on a regular basis. Water measurement devices will be included in the design itself so that representative water consumption data can be obtained and measures of control instituted. 4) Raw and Treated Sewage will be monitored for general parameters like pH, SS, COD, BOD and Oil & Grease. Also, residual chlorine and coliforms will also be monitored for treated effluent. 5) Ambient air quality within the project area will be monitored quarterly in a

year for PM2.5, PM10, SO2, NOx & CO.

6) Stack emissions with respect to PM, SOx, and NOx level will be regularly monitored from all stacks. The DG stack emissions especially are regulated as per G.S.R- 489(E) dated July 9th, 2002 and compliance to these or TSPCB standards if any, will be ensured. 7) Noise levels will be checked at regular interval near service block with DG sets, boilers, compressors and HVAC system, near STP and other noise generating areas. 8) Quantity of solid waste generation will also be measured for the different types of solid waste. 9) Quantity of hazardous wastes generated (waste lube and transformer oil) shall be measured on a regular basis and records of disposal maintained as per the Hazardous Waste (Management & Handling Rules). 10) Numbers of used lead-acid batteries disposed off to authorised vendors/ dealers will be monitored and requisite records maintained.

M/s. VISON LABS, HYDERABAD 48

CHAPTER–6 BUDGET FOR IMPLEMENTATION OF EMP

BUDGETARY ALLOCATION - CONSTRUCTION PERIOD CAPITAL INVESTMENT (IN LAKHS)

S. NO PARTICULARS AMOUNT REMARKS 1 Acoustic Enclosures & Stack 10.0 D.G. Room & Stack height and attached to DG sets Monitoring Platform 2 S.T.P (Sewage Treatment 40.0 Civil Works, Plant & Machinery & Plant) Technical Consultancy charges 3 Rain Water harvesting & 10.0 Civil Works for construction of pits & Storm Water Drain network material 4 Solid waste management 10.0 Storage Bins will be provided for Solid waste & Hazardous waste 5 Green Belt Development 05.0 Development of Pits, Sapling cost, Manure & Labor cost 6 Energy Efficient Lighting & 15.0 Solar Street Lights Solar Power utilization Total 90.0

COST INCURRED DURING CONSTRUCTION PERIOD (IN LAKHS) S. NO PARTICULARS AMOUNT REMARKS

1 Sanitary Facilities to workers 2.0 Temporary Toilet facilities to 2 Erosion & Sediment Control 1.0 workers, Temporary sewerage lining measures & Transportation of excavated 3 Safe disposal of excavated 1.0 material. material

4 Safe disposal of construction 1.0 (Bituminous, oil materials, spoiled spoils cement, etc.)

5 Dust control/ 1.0 Kirby Sheets will be provided Noise attenuation screens

6 Sprinkler arrangement for 1.0 Water sprinkling will be done dust control regularly

7 Monitoring of Environmental 1.0 Air Sample analysis, Water & Parameters Wastewater Analysis, Soil Sample Analysis & Noise Levels

8 Environmental Services 2.0 Will be Outsourced

M/s. VISON LABS, HYDERABAD 49

Sub Total 10

Grand Total 100.0

BUDGETARY ALLOCATION - OPERATION PERIOD COST INCURRED DURING OPERATION PERIOD

S. NO PARTICULARS AMOUNT REMARKS (LAKHS)

1 Monitoring of Environmental 1.0 - Air Sample analysis Parameters - Water Analysis - S.T.P Inlet & Outlet sample - Soil Sample Analysis - Noise Levels & - D.G. Stack (Quarterly Monitoring will be by third party)

2 S.T.P Operation & 9.0 Chemicals, Employs, Power Maintenance Charges & Replacement of machinery

3 Greenbelt Development 1.5 Maintenance Cost

4 D.G. Set 1.5 Maintenance Cost

5 Solid Waste Management 1.5 Replacement of Bins, MSW Collection Charges & Labor cost

6 Rainwater harvesting & Storm 0.5 Maintenance cost water drains network

Total 15.0

M/s. VISON LABS, HYDERABAD 50

CHAPTER–7 BENEFITS OF THE PROJECT

The project would benefit the project area in many aspects as detailed below:

Environmental Benefits:

 Accommodating more people in less space which will limits the construction area.  Reducing carbon emissions, improved waste water treatment, access to recycling and composting, and many other environmental benefits are all cheaper and easier to do when people live in dense community.  Effective waste management through segregation of wastes at the source, collection and transportation.

Social Benefits:

 The project would create employment potential for skilled, semi-skilled and unskilled labor both during construction and operational phases of the project to local population.  The implementation of project contributes to improvements in the social infrastructure like roads, housing, water supply, electrical power, drainage, educational institutions and hospitals etc., in the locality.  The improvements in the physical infrastructure of the project result in the development of commercial and service activities in the surroundings.  The proposed apartment building will be built with specific amenities such as gym, banquet hall and other convenient facilities.

Financial Benefits:

 Increasing the housing facilities to the community in less investment.  Housing facilities to the communities in lesser prices.  Benefits to municipal governments are the cost savings and reduced infrastructure investments.  Increased growth in real estate sector.

M/s. VISON LABS, HYDERABAD 51

CHAPTER– 8 CONCLUSION

The proposed project is aimed at developing of Residential Apartments/ Flats. The proposed site is well connected to all the infrastructure and recreational facilities. Adequate care is taken to protect, preserve and improve the environment around the site. About 3,239.62 Sq.mts of the area earmarked for development of greenery. Rainwater harvesting structures proposed to enhance the ground water of area. The wastewater is proposed to be treated in ecologically friendly treatment methodology and re-use back.

As the site is well connected with existing road net work and metro and rail, no additional impact will be there on existing roads. Enough parking place is proposed to be developed for vehicles within the complex.

Thus, the project is environmentally viable and sustainable.

M/s. VISON LABS, HYDERABAD 52

10.07 3.18

3.01

12.42

5.23 15.98

9.00M WIDE ROAD 6.17 5.07

NEIGHBORS PLOT G A T E E T A G

5.00

30.34 24.71

PROPOSED BUIDING

9.00M WIDE ROAD 7.11

5.36

5.05 NEIGHBORS PLOT 7.00 PROPOSED BUIDING BLOCK -A 39.74

18.74 14.49

NEIGHBORS PLOT

7.01 TOT LOT AREA:215.75 SQ.MTS 3.03 8.35 3.11 24.58 24.78

18.99 7.01 7.01 7.08 7.18

10.26 7.57 16.37

3.01

RAMP DOWN TO CELLAR FLOOR 4.82 RAMP UP TO GROUND LVL 12.80 TOT LOT AREA:200.31 SQ.MTS

13.81 14.93 NEIGHBORS PLOT

13.56

PROPOSED BUIDING PROPOSED BUIDING BLOCK -B BLOCK -C 2.71 3.04 6.52 7.01 7.03 NEIGHBORS PLOT

12.67

7.18

17.50

7.22 10.66

NEIGHBORS PLOT 3.01

3.05 3.05

8.71

PROPOSED BUIDING

5.70 PROPOSED BUIDING 24.83 BLOCK -D 23.05 BLOCK -E TOT LOT AREA:264.74 SQ.MTS

34.38

TOT LOT AREA:168.50 SQ.MTS

4.62

RAMP UP TO GROUND LVL 3.53 7.01 RAMP DOWN TO CELLAR FLOOR 4.59 3.03 8.82 12.80 12.80

3.12

9.69 7.01 7.01

0.07 7.01

8.75

30.96 PROPOSED BUIDING 21.65 BLOCK -F PROPOSED BUIDING BLOCK -G 11.02 7.00 12.80

NEIGHBORS PLOT RAMP DOWN TO CELLAR FLOOR 4.70

TOT LOT AREA:365.34 SQ.MTS 4.60 RAMP UP TO GROUND LVL

8.02 7.04 NEIGHBORS PLOT

15.93 7.01 7.01 7.02 12.05

21.46

50.42

TOT LOT AREA:536.61 SQ.MTS

9.38 10.51 3.18 13.93

22.55 NEIGHBORS PLOT 11.36

3.10 28.65

PROPOSED BUIDING BLOCK -H 1.02 5.00 30.45

12.80 15.47

20.37 7.01 TOT LOT AREA:190.98 SQ.MTS

NEIGHBORS PLOT 9.71 22.93 RAMP UP TO GROUND LVL RAMP DOWN TO CELLAR FLOOR 4.58 TOT LOT AREA:165.42 SQ.MTS 4.71 7.01 NEIGHBORS PLOT 3.04 26.29 12.80 13.98 3.01 12.78 7.01 7.00 7.06

27.40

11.90

7.06 7.00

58.78 NEIGHBORS PLOT 7.06

NEIGHBORS PLOT 7.00 PROPOSED BUIDING BLOCK -I

3.00

22.93 RAMP UP TO GROUND LVL 4.29

12.80

RAMP DOWN TO CELLAR FLOOR

3.03

12.80 7.06 7.00 31.06

TOT LOT AREA:273.59 SQ.MTS

14.46

67.68 7.06 32.43

12.08 NEIGHBORS PLOT NEIGHBORS 15.24 3.05 7.02 7.02 7.06

37.25

24.61

24.68 3.04 20.53 TOT LOT AREA:490.23 SQ.MTS

NEIGHBORS PLOT

37.46

G A T E

NEIGHBORS PLOT

EFFECTED ROAD WIDENING AREA:352.65 SQ.MTS 14.98

27.97

18.89

21.42 30.17 EXISTING 12.00M WIDE ROAD

PROPOSED 30.00M WIDE ROAD

STORM WATER PIPE LINE SEWAGE PIPE LINE SITE PLAN SCALE : 1: 200

SHEET 8 OF 8 REFERENCE NORTH PLAN SHOWING THE PROPOSED RESIDENTIAL SPECIFICATIONS BUILDERS SIGNATURE PROPOSED FLATS IN SY . NOS:92,93,94,95,111 & 112, 113, 114, 115, 116, 117, EXISTING 118, 86 AND 120 (PART) SITUATED AT MAQTHA MAHABOOBPET FOUNDATION : R.C.C TO BE DEMOLISHED VILLAGE,SERILINGAMPAIIYMANDAL, MORTGAGE N RANGA REDDY DISTRICT. BASEMENT : C.R.S SCALE : 1:100 BELONGS TO : ROOF,COLUMNS,BEAMS etc,. : R.C.C SUPERSTRUCTURE : BRICK WORK OWNERS SIGNATURE 1. Sri. SARA LINGAIAH S/O. LATE. Sri. NARASAIAH 2. Sri. SARA RAMESH S/O Sri. LINGAIAH PLASTERING : CEMENT MORTAR 3. Sri. SARA SATTIAH S/O LATE. Sri.NARASAIAH & 3 OTHERS FLOORING : VETRIFIED TILES ARCHITECT'S SIGNATURE 4. Sri. T. RAJA BABU S/o. Sri.T.EMMUNUAL 5. Sri. T. ANIL CHAKRAVATHI S/o. Sri.T. RAJA BABU DOORS&WINDOWS : C.T WOOD. 6. Sri. V. NAGESWARARAO S/O LATE. Sri.V. RAMACHANDRA RAO 7. Sri. E. VIKRANT KUMAR S/O Sri.E.AMRUTHARAO 8. Sri. J. SRIKANT S/O. Sri. J. VITAL RAO SCHEDULE OF OPENINGS 9. Smt. J. RUSHITHA W/o. Sri. J. SRIKANT DOORS M.D =2.0X2.10 10. Sri. J. VITTAL SAIKUMAR S/o. Sri.J.VITAL RAO WINDOWS :- W = 1.5X1.2 F.D = 1.5X2.10 GLS/W = 6.00X2.00 11. Smt. A. MOUNIKA W/o. Sri. J. SAI KUMAR D = 1.5X2.10 GLS/W1 = 3.00X2.00 12. Sri. Y. MANOHAR RAO S/O Sri. Y.VEKATESHWARRAO D1 = 1.2X2.10 D2 = 1.0X2.10 13. Sri. S. RAMANARAO S/O Sri. S. HANUMANTHARAO VENTILATOR :- V = 1.20X0.6 14. Sri. C. VENKATESHWARARAO S/O Sri. C. MURALIDHARRAO ENGINEERS SIGNATURE 15. SrI.M.MURALI KRISHNA S/O Sri. M.RAJAIH Rep By M/S LAVISTA CONSTRUCTION It's DEVELOPMENT AGREEMENT CUM G P A HOLDER'S 1. Sri. M. KIRAN KUMAR S/O.Sri.M. SATYANARAYANARAO 2. Sri. E. AMRUTHA RAO S/o.Sri.E. SATYANARAYANARAO 3. Sri. G. MAHANDER RAO S/O. Sri. RAGHAVENDRARAO 4. Sri. G. SARVOTHAM RAO S/O. Sri. RAGHAVENDRARAO 5. Sri. G. RAGHAVENDRARAO S/O Sri.G. VENKATRAO 6. Sri. G. SIMHARAO S/O Sri.G.RAGHAVENDRARAO AND OTHERS. 10.07 3.18

M.H P.P

3.01 P.P M.H

P.P

12.42 M.H

M.H

P.P 5.23 15.98

9.00M WIDE ROAD M.H

P.P A 6.17 5.07 P.P NEIGHBORS PLOT M.H SUPER8.91x11.66m MARKET M.H

P.P G A T E E T A G

PHARMACY 5.00 3.35x6.06m

D1 P.P

M.H D1 UP LOBBY 3.05x1.99m LIFT 30.34 P.P 24.71 1.83x2.14m LIFT

1.83x1.79m

P.P M.H

LOUNGE M.H 14.52x3.88m

D2 UP 7.30 UP WC D2

B 9.00M WIDE ROAD WC D2 7.11 WC L.TOILET 2.76x4.14m

CHANGING.R2.00x1.20m D2 5.36 GROUND FLOOR PLAN

SHOWER P.P SHOWER M.H G.TOILET D2 2.74x4.12m

8.11

CHANGING.R2.00x1.20m WC D2

D2 WC

4.28x8.14m 5.05 SWIMMING POOL M.H M.H NEIGHBORS PLOT 7.00 P.P 12.04 4.56 UP LIFT LOBBY P.P LOBBY LIFT 2.15x3.05m 2.02x 1.83x1.83m 3.91x 1.83m 3.05m 39.74 LOBBY A' 2.00x 18.74 2.51m UP M.H 5.26

3.05 P.P 5.26M WIDE DRIVE WAY M.H 14.49 P.P

NEIGHBORS PLOT 4.50M WIDE DRIVE WAY DRIVE WIDE 4.50M

9.19 7.01 TOT LOT AREA:215.75 SQ.MTS

M.H 3.03 AREA:27.99 Sq.mts AREA:27.99 VENTILATION SHAFT VENTILATION 8.35 3.11 P.P 24.58 24.78

M.H P.P P.P P.P P.P P.P

M.H M.H M.H M.H M.H

18.99 P.P 7.01 7.01 7.08 7.18

10.26

7.57 M.H 16.37

3.01 P.P

RAMP DOWN TO CELLAR FLOOR 4.82 RAMP UP TO GROUND LVL 16.00 TOT LOT AREA:200.31 SQ.MTS 4.86

13.81 14.93 NEIGHBORS PLOT

M.H

13.56

LOBBY LOBBY P.P 2.00x 2.00x 2.51m 2.51m UP

LIFT LOBBY LOBBY 2.71 1.98x 3.05x2.23m 3.05 3.05 LIFT 3.05x 2.14x2.59m 2.23m 1.83m LOBBY WAY DRIVE WIDE 4.86M 3.04 UP UP 3.02x3.48m 6.52 7.01

LIFT NEIGHBORS PLOT 7.03 2.14x1.83m LIFT 2.13x3.05m 11.02

11.20

AREA:33.56 Sq.mts AREA:33.56

AREA:34.11 Sq.mts AREA:34.11

VENTILATION SHAFT VENTILATION VENTILATION SHAFT VENTILATION

12.67

7.18

17.50 M.H P.P 7.00

7.22 10.66 3.05

NEIGHBORS PLOT 3.01 3.05

3.05 M.H 3.05 10.31

8.71 P.P 11.02

LIFT AREA:33.56 Sq.mts AREA:33.56

2.14x1.83m SHAFT VENTILATION

LOBBY Sq.mts AREA:31.40

2.53x6.50m SHAFT VENTILATION 4.56M WIDE DRIVE WAY DRIVE WIDE 4.56M UP LIFT 4.56 2.14x2.67m LOBBY 3.05 3.05x2.23m

LOBBY 2.00x2.51m

5.70 24.83 UP 23.05 LOBBY TOT LOT AREA:264.74 SQ.MTS LIFT 3.05x2.23m

4.54M WIDE DRIVE WAY DRIVE WIDE 4.54M 2.01x2.59m UP

34.38

TOT LOT AREA:168.50 SQ.MTS M.H LIFT 4.62 2.01x1.83m P.P

RAMP UP TO GROUND LVL 3.53 7.01 RAMP DOWN TO CELLAR FLOOR 4.59 3.03 8.82 16.00 4.54 16.00

3.12

9.69 M.H 7.01 P.P

0.07 7.01 3.05 3.05

8.75

LIFT 2.36x2.59m 9.39 9.48

10.99

AREA:28.61 Sq.mts AREA:28.61 Sq.mts AREA:28.88

AREA:33.49 Sq.mts AREA:33.49 VENTILATION SHAFT VENTILATION VENTILATION SHAFT VENTILATION LIFT 3.05SHAFT VENTILATION M.H UP 2.14x1.83m LIFT LOBBY 2.28x1.98m 3.05x2.21m LOBBY 2.53x6.45m P.P UP LIFT 30.96 LOBBY 3.05 2.14x2.59m 3.04x2.21m

21.65 LOBBY 2.03x2.51m

LOBBY

11.02 2.00x2.51m 7.00 16.00 16.00

NEIGHBORS PLOT RAMP DOWN TO CELLAR FLOOR 4.54M WIDE DRIVE WAY DRIVE WIDE 4.54M 4.70

TOT LOT AREA:365.34 SQ.MTS 4.60 RAMP UP TO GROUND LVL

4.54

M.H P.P

8.02 7.04 NEIGHBORS PLOT

M.H

15.93 P.P 7.01 7.02

12.05 M.H M.H M.H M.H

21.46

P.P P.P P.P P.P 50.42 M.H P.P

TOT LOT AREA:536.61 SQ.MTS

9.38

10.51 3.18 9.30

AREA:28.34 Sq.mts AREA:28.34 VENTILATION SHAFT VENTILATION 13.93 3.05 22.55 M.H NEIGHBORS PLOT 11.36

3.04 VENTILATION SHAFT AREA:29.13 Sq.mts P.P

9.57 LIFT 16.86 LIFT 2.03MX1.83M 2.03MX 3.10 1.83M

LIFT 28.65 LIFT 2.74MX2.28M

2.74MX2.28M 4.57M WIDE DRIVE WAY DRIVE WIDE 4.57M

LOBBY TOT LOT AREA:181.22 SQ.MTS LOBBY 3.05MX2.20M 3.05MX2.20M 10.75 UP UP 2.44M WIDE CORRIDOR 1.02 M.H 2.44M WIDE CORRIDOR 5.00 30.45 4.57 P.P

12.80 15.47

20.37 7.01 TOT LOT AREA:190.98 SQ.MTS

NEIGHBORS PLOT 9.71 STP AREA RAMP UP TO GROUND LVL 22.93 RAMP DOWN TO CELLAR FLOOR 4.58 TOT LOT AREA:165.42 SQ.MTS 4.71 7.01 NEIGHBORS PLOT 3.04 26.29 16.00

13.98 M.H 3.01 12.78 7.01 P.P 7.00 7.06

27.40

11.90

7.06 7.00

M.H

P.P M.H

P.P

M.H

P.P

M.H P.P 58.78 NEIGHBORS PLOT 7.06

NEIGHBORS PLOT 7.00

LIFT UP WAY DRIVE WIDE 4.50M 2.28MX1.83M

LOBBY 3.28MX4.62M LIFT 2.28MX2.59M 4.50 3.05

LOBBY LOBBY 2.31MX3.07M 2.72MX3.07M 3.00 M.H 5.80 9.47 P.P

AREA:17.69 Sq.mts AREA:17.69 VENTILATION SHAFT AREA:29.08 Sq.mts

3.07 VENTILATION SHAFT VENTILATION

22.93 RAMP UP TO GROUND LVL 4.29

16.00 TOT LOT AREA:368.15 SQ.MTS

RAMP DOWN TO CELLAR FLOOR

M.H LIFT 3.03 2.28MX1.83M P.P LOBBY 16.00 3.43MX4.56M 7.06 7.00 LIFT 2.28MX2.59M 31.06 VENTILATION SHAFT AREA:21.61 Sq.mts 3.27

TOT LOT AREA:273.59 SQ.MTS UP 6.60

LOBBY 2.28MX3.05M 14.46 UP LOBBY 1.93x5.53m

LIFT LIFT 2.51MX2.28M 2.59MX2.28M

M.H 67.68 7.06 P.P 32.43

12.08 NEIGHBORS PLOT NEIGHBORS

4.50m WIDE DRIVE WAY 4.50 15.24 3.05 7.02

M.H P.P

M.H M.H P.P P.P

M.H

P.P P.P 7.02 7.06

M.H 37.25 P.P

M.H M.H M.H

P.P P.P P.P 24.61

24.68 3.04 20.53

M.H

NEIGHBORS PLOT TOT LOT AREA:490.23 SQ.MTS P.P

STILT/GROUND FLOOR PLAN 37.46

M.H P.P

G A T E

NEIGHBORS PLOT

EFFECTED ROAD WIDENING AREA:352.65 SQ.MTS 14.98

27.97

M.H P.P

18.89

21.42 30.17 EXISTING 12.00M WIDE ROAD

M.H

PROPOSED 30.00M WIDE ROAD P.P

M.H P.P

STORM WATER PIPE LINE

SEWAGE PIPE LINE SHEET 3 OF 8 PLAN SHOWING THE PROPOSED RESIDENTIAL NO OF FLOORS=SUB CELLAR+CELLAR+STILT+7 FLOORS OWNERS SIGNATURE SPECIFICATIONS DETAILS OF AREA STATEMENT : Sq.mts FLATS IN SY . NOS:92,93,94,95,111 & 112, 113, 114, 115, 116, 117, CLUB HOUSE SUB CELLAR FLOOR AREA = 524.82 118, 86 AND 120 (PART) SITUATED AT MAQTHA MAHABOOBPET TOTAL PLOT AREA : 25524.28 Sq.mts SUB-CELLAR FLOOR PARKING AREA : 15607.97 CLUB HOUSE CELLAR FLOOR AREA =524.82 VILLAGE,SERILINGAMPAIIYMANDAL, FOUNDATION : R.C.C ROAD WIDENING AREA : 352.65 CELLAR FLOOR PARKING AREA : 15607.97 CLUB HOUSE PARKING AREA =1049.64 RANGA REDDY DISTRICT. BASEMENT : C.R.S CLUB HOUSE GROUND FLOOR AREA = 405.84 BELONGS TO : NET PLOT AREA : 25171.63 STILT FLOOR PARKING AREA : 9199.05 ROOF,COLUMNS,BEAMS etc,. : R.C.C CLUB HOUSE FIRST FLOOR AREA = 405.84 REQUIRED TOT LOT AREA10% : 2517.16 TOTAL PARKING AREA : 40414.99 CLUB HOUSE SECOND FLOOR AREA = 405.84 1. Sri. SARA LINGAIAH S/O. LATE. Sri. NARASAIAH SUPERSTRUCTURE : BRICK WORK 2. Sri. SARA RAMESH S/O Sri. LINGAIAH PROPOSED TOT LOT AREA12.87%: 3239.62 REQUIRED PARKING AREA 33% : 23608.26 CLUB HOUSE THIRD FLOOR AREA = 405.84 3. Sri. SARA SATTIAH S/O LATE. Sri.NARASAIAH & 3 OTHERS PLASTERING : CEMENT MORTAR CLUB HOUSE THIRD FLOOR AREA = 405.84 4. Sri. T. RAJA BABU S/o. Sri.T.EMMUNUAL PROPOSED PARKING AREA 56.97% : 40414.99 FLOORING : VETRIFIED TILES CLUB HOUSE TOTAL AREA = 2029.73 5. Sri. T. ANIL CHAKRAVATHI S/o. Sri.T. RAJA BABU BLOCK-A BLOCK-B BLOCK-C BLOCK-D BLOCK-E BLOCK-F BLOCK-G BLOCK-H BLOCK-I 6. Sri. V. NAGESWARARAO S/O LATE. Sri.V. RAMACHANDRA RAO REQUIRED CLUB HOUSE AREA 3% = 2126.73 DOORS&WINDOWS : C.T WOOD. CELLAR FLOOR PARKING AREA: 1181.36 983.15 1540.88 1748.44 1140.89 1323.45 1528.53 2328.79 3307.87 7. Sri. E. VIKRANT KUMAR S/O Sri.E.AMRUTHARAO PROPOSED CLUB HOUSE AREA 2.85% = 2029.20 8. Sri. J. SRIKANT S/O. Sri. J. VITAL RAO CELLAR FLOOR PARKING AREA: 1181.36 983.15 1540.88 1748.44 1140.89 1323.45 1528.53 2328.79 3307.87 CLUB HOUSE BUILDING HEIGHT = 14.95 MTS 9. Smt. J. RUSHITHA W/o. Sri. J. SRIKANT SCHEDULE OF OPENINGS PROPOSED HEIGHT = 20.95 MTS 10. Sri. J. VITTAL SAIKUMAR S/o. Sri.J.VITAL RAO STILT FLOOR PARKING AREA: 693.02 542.67 959.37 792.21 611.29 802.53 958.49 1532.24 2294.22 11. Smt. A. MOUNIKA W/o. Sri. J. SAI KUMAR DOORS M.D =2.0X2.10 WINDOWS :- W = 1.5X1.2 REFERENCE NORTH 12. Sri. Y. MANOHAR RAO S/O Sri. Y.VEKATESHWARRAO F.D = 1.5X2.10 GLS/W = 6.00X2.00 PROPOSED D = 1.5X2.10 FIRST FLOOR AREA : 693.02 542.67 959.37 792.21 611.29 802.53 958.49 1532.24 2299.61 ARCHITECT'S SIGNATURE GLS/W1 = 3.00X2.00 EXISTING 13. Sri. S. RAMANARAO S/O Sri. S. HANUMANTHARAO D1 = 1.2X2.10 TO BE DEMOLISHED 14. Sri. C. VENKATESHWARARAO S/O Sri. C. MURALIDHARRAO D2 = 1.0X2.10 SECOND FLOOR AREA : 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 VENTILATOR :- V = 1.20X0.6 N 15. SrI.M.MURALI KRISHNA S/O Sri. M.RAJAIH THIRD FLOOR AREA : 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 MORTGAGE Rep By M/S LAVISTA CONSTRUCTION SCALE : 1:100 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 It's DEVELOPMENT AGREEMENT CUM G P A HOLDER'S FOURTH FLOOR AREA : 1. Sri. M. KIRAN KUMAR S/O.Sri.M. SATYANARAYANARAO FIFTH FLOOR AREA : 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 BUILDERS SIGNATURE 2. Sri. E. AMRUTHA RAO S/o.Sri.E. SATYANARAYANARAO SIXTH FLOOR AREA : 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 3. Sri. G. MAHANDER RAO S/O. Sri. RAGHAVENDRARAO 4. Sri. G. SARVOTHAM RAO S/O. Sri. RAGHAVENDRARAO SEVENTH FLOOR AREA : 789.51 624.33 1081.75 884.50 693.37 887.84 1086.84 1712.42 2529.15 ENGINEERS SIGNATURE 5. Sri. G. RAGHAVENDRARAO S/O Sri.G. VENKATRAO TOTAL AREA : 5430.08 4288.65 7449.87 6099.21 4771.51 6129.57 7479.53 11806.76 17474.51 6. Sri. G. SIMHARAO S/O Sri.G.RAGHAVENDRARAO AND OTHERS. TOTAL PLINTH AREA: BLOCK - A + BLOCK - B + BLOCK - C + BLOCK - D + BLOCK - E + BLOCK - F + BLOCK - G + BLOCK - H + BLOCK - I 5430.08 + 4288.65 + 7449.87 + 6099.21 + 4771.51 + 6129.57 + 7479.53 + 11806.76 + 17474.51 = 70929.69 MORTGAGE AREA 10%: 543.00 + 428.86 + 744.98 + 609.92 + 477.15 + 612.95 + 747.95 + 1180.67 + 1747.45 = 7092.96 REQUIRED VENTILATION SHAFT AREA 2.5% : 780.39 PROPOSED VENTILATION SHAFT AREA 2.53%: 792.76