Environmental Management Plan

ENVIRONMENTAL MANAGEMENT PLAN

FOR THE PROPOSED RESIDENTIAL APARTMENT PROJECT

M/s. ACE GIRIDHARI HOMES

Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana

SUBMITTED TO

STATE LEVEL ENVIRONMENT IMPACT ASSESSMENT AUTHORITY (SEIAA), TELANGANA

SUBMITTED BY PREPARED BY

M/s. ACE GIRIDHARI HOMES M/s. VISON LABS Flat#505, ACE Krishna Prime, # 16-11-23/37/A, Flat No. 205, nd Lakshmi Nagar Colony, Kothapet, 2 Floor, Andhra Bank Building, Hyderabad - 500 035 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. ACE GIRIDHARI HOMES is proposes to construct residential building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana. The total plot area of about 8321.23 Sq.mts and Net Plot Area is 7611.86 Sq.mts. The total Built-up Area – 58,613.68 Sq. Mts including parking area of 14,352.83 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. ACE GIRIDHARI HOMES and represented by Mr. M. Srikanth, Managing Director, having their registered office at Flat No. 505, ACE Krishna Prime, Lakshmi Nagar Colony, Kothapet, Hyderabad - 500 035.

1.4 PROJECT COST: The estimated cost for the proposed project will be 30.0 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 8,321.23 Sqm Net Plot Area 7,611.86 Sqm Total Project cost 30.0 Crores Built-up Area Total Built-up Area : 58,613.68 Sq. Mts Parking Area : 14,352.83 Sq. Mts Greenbelt Area 1,123.26 Sq. Mts. Height of the building 49.90 Mts Nearest Fire station Khayyam Nagar, Rambagh Colony – 5.7 Kms (NE) Water requirement & Source Total Water Requirement – 121.16 KLD (Fresh Water – 97.66 KLD, Recycled Water from S.T.P – 23.5 KLD) Source of fresh water will be from Ground and Municipal Supply. Recycled water will be met from the proposed 100 KLD STP. Power requirement & Source 2000 KVA from TS TRANSCO/ TSCPDCL Backup Power 3 x 100 KVA DG Sets

M/s. VISON LABS, HYDERABAD 1

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana Solid waste & 241 Kgs/day - waste will be sent to Municipal Facility mode of disposal (876 No’s x 0.26 kg/Person) 4.0 Kgs/day STP sludge used as manure Hazardous waste & Used batteries – 4 No’s/Year mode of disposal Waste Oil/ Used Oil from D.G. Sets – 180 Liters/Year will send to TSPCB Authorized Re-Cyclers/ Re- Processors.

M/s. VISON LABS, HYDERABAD 2

CHAPTER – 2 PROJECT DESCRIPTION

2.1 LOCATION DETAILS: M/s. ACE GIRIDHARI HOMES is proposed construction of Residential Apartment/ Flats in residential building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana. The total plot area of about 8321.23 Sq.mts and Net Plot Area is 7611.86 Sq.mts. The total Built-up Area – 58,613.68 Sq. Mts including parking area of 14,352.83 Sq. Mts.

Features of the site: The area earmarked for development of residential flats/ apartments. It is located 0.6Kms (W) from Kismatpur Village. The geographical co-ordinates of the site are 170 20’ 6.73’’ N Latitude and 780 22’ 35.48’’ E Longitude.

i. Accessibility & Existing Road network The proposed site is easy accessible to Nehru Outer Ring Road (about 0.8Km in West) by existing 12.0 m wide road. It is also well connected to major densely populated locations like Bandlaguda, Rajendra Nagar. The PVNR Expressway is about 5.3 Kms distance in NE direction. Rajiv Gandhi International airport is about 12.3 Kms in SE from the proposed project site.

ii.Topography The general topography of the project site is flat.

iii. Water Bodies The major surface water bodies nearest to the proposed project site are:

Nearest Water bodies S.No. Name of the Water Distance Direction from body in Km the Site 1. Himayat Sagar Lake 1.4 Kms SW 2. Osman Sagar Lake 7.2 Kms NW 3. Mulagund Lake 4.8 Kms SE 4. Mir Alam Tank 6.2 Kms NEE 5. Musi River 4.2 Kms N

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.

M/s. VISON LABS, HYDERABAD 3

FIGURE NO.2.1 - LOCATION MAP

M/s. VISON LABS, HYDERABAD 4

FIGURE NO: 2.2 –TOPOGRAPHICAL MAP

M/s. VISON LABS, HYDERABAD 5

M/s. VISON LABS, HYDERABAD 6

TABLE 2.1: SALIENT FEATURES O F PROJECT SITE Sy. No. Sy. No. 138,139,139/A,140 & 140E Village Kismatpur Mandal Gandipet District Ranga Reddy Longitude 780 22’ 35.48’’ E Latitude 170 20’ 6.73’’ 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 RGI Airport – 12.3 Kms (SE) Water Bodies Himayat Sagar Lake - 1.4 Kms (SW) Musi River - 4.2 Kms (N) Mulagund Lake - 4.8 Kms (SE) Mir Alam Tank - 6.2 Kms (NEE) Osman Sagar Lake - 7.2 Kms (NW) Reserve Forests None Any historical monuments within 10 None KM radius Any ecologically sensitive areas within None 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.

1. Plot Area: Total Plot Area : 8321.23 Sqm Road Widening : 709.54 Sqm Net Plot Area : 7611.86 Sqm

2. Building Configuration : Sub Cellar + Cellar + Stilt + 16 Floors 3. Height of the Building : 49.90 mtrs

M/s. VISON LABS, HYDERABAD 7

TABLE 2.2 – BUILT-UP AREA STATEMENT (All areas in Sq.mts) Floor Wise Built-up Area Statement S.No. Parking Area -SQM 1. Sub - Cellar Floor 5390.52 2. Cellar Floor 5390.52 3. Stilt/ Ground Floor 3571.79 Parking Built-up Area (A) 14352.83 Upper Floors ( Floor-1 to Floor-16)

First Floor (Residential Flats) 1745.33 4. First Floor (Club House) 1738.17

5. Second Floor 2718.49 6. Third Floor 2718.49 7. Fourth Floor 2718.49 8. Fifth Floor 2718.49 9. Sixth Floor 2718.49 10. Seventh Floor 2718.49 11. Eighth Floor 2718.49 12. Ninth Floor 2718.49 13 Tenth Floor 2718.49 14. Eleventh Floor 2718.49 15. Twelfth Floor 2718.49 16. Thirteenth Floor 2718.49 17. Fourteenth Floor 2718.49 18. Fifteenth Floor 2718.49 19. Sixteenth Floor 2718.49 Built-up Area (B) 44260.85

Total Built-up Area = Parking Built-up Area (A) + Built-up Area (B) = 14,352.83 + 44,260.85 = 58,613.68 Sq. Mts

Note : 1st Floor contains 1745.33sqmts area for residential flats and 1738.17sqmts area for club house area (i.e) Total first floor area: 3483.5sqmts

PARKING AREA: The total area allocated for parking is 14,352.83 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 site is approachable on Kismatpur- Rajendra Nagar Road. The nearest major road is Nehru Outer Ring Road, which is 0.8 Kms (W) to the proposed project.

M/s. VISON LABS, HYDERABAD 8

2.4 WATER REQUIREMENT: The total water requirement for of the project during occupational stage is 121.16 KLD, out of that the freshwater requirement is 97.66 KLD which will be sourced from Municipal Supply & Ground Water. The treated waste water of 23.5 KLD will be used for toilet flushing, gardening & greenbelt development The total water requirement during operational stage is given below;

TABLE 2.4 – WATER REQUIREMENT S.NO PURPOSE QUANTITY (KLD) Water requirement for Domestic 1. 118.26 (219 x 4 x 135 lpcd) Visitors @ 5% 2. 0.65 (876x 5% = 438 x 15 lpcd) Amenities 3. 2.25 (50 x 45 lpcd) Total water Requirement 121.16

2.5 POWER REQUIREMENT: The power requirement for the proposed project is estimated as 2000 KVA which will be sourced from the TS Transco/ TSCPDCL.

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) 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 MAN POWER REQUIREMENT: The maximum man power 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 generation from the proposed project is likely to be 96.92 KLD. The generated waste water is collected and treated in proposed 100KLD capacity Sewage Treatment Plant.. The water balance details are presented below.

M/s. VISON LABS, HYDERABAD 9

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana TABLE 2.5 - WATER BALANCE Input Quantity Out Put Quantity Water requirement for Domestic Wastewater Domestic (219 x 4 x 135 118.26 94.60 (20 % Loss) lpcd) 5% Visitors (876x 5% = 0.65 5% Visitors (20 % Loss) 0.52 438 x 15 lpcd) Amenities (50 x 45 lpcd) 2.25 Amenities (20 % Loss) 1.80 Evaporation loss 24.24

Total input water 121.16 Total output water 121.16

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 100 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 100 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. • 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:

M/s. VISON LABS, HYDERABAD 10

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana • 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

M/s. VISON LABS, HYDERABAD 11

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana c). Solid & Hazardous Waste Details: S.No Type of Quantity Collection/storage Disposal Waste 1 Garbage 241 Kg/day Stored in green and blue Sent to (926 No’s x 0.26 bins for recyclable and non- Authorized Kg/Person/Day) recyclable wastes Vendors. respectively. Collected and transported to the segregation point by Municipality.

2 STP Sludge 4.0 Kg/day Stored in HDPE bags. Used as manure and or given to farmers. 3 Used 4 No’s/Year - Sent to Batteries Authorized recyclers or returned to seller

4 Used 180 Lts/Year Stored in HDPE Carboy Sold to Lubricant (Approximately 50 authorized Liters per D.G.Set) recyclers

M/s. VISON LABS, HYDERABAD 12

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 phase CO activities and only- bulk of the excavation. emissions are Particulate matter, expected from NOx and CO from ground working and vehicle exhaust leveling activities. Earth / solid Solid waste from Periodic. waste construction activity and excavation. Noise Noise generated Temporary during from construction initial construction equipment and phase Machinery 2. Labour Camps Sewage Sewage generated Temporary – during from temporary the initial labour camps on construction phase site Solid Waste Solid Waste Temporary – during generated from the initial temporary labor construction camps on site phase OPERATION PHASE 1. Vehicular Air emissions Vehicle exhaust Continuous / movement and noise emissions Periodic 2. Diesel power Air emissions SO2, NOx, SPM, Periodic, only during generators CO from power failure fuel burning

Noise Noise due to Periodic

M/s. VISON LABS, HYDERABAD 13

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana S. Pollutant Activity/Area Pollutant Frequency No Characteristics running of equipment Waste Used Oil Periodic, during oil Generation 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 – small Area parking lot Quantities 9. Storm water drains Wastewater Contamination During rainy season discharge from site – Mainly suspended solids

M/s. VISON LABS, HYDERABAD 14

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 back-up 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:

TABLE 3.2 – DIESEL GENERATOR SET EMISSIONS Capacity No. of Stack Diameter Temp. of Exit Pollutant of DG Set DG Sets Height of Stack exhaust velocity Emission rate (g/sec) (m) (m) gases (m/sec) SPM SO2 NOx (0C) 3 x 100 3 Above 0.4 250 12.5 0.02 0.03 0.12 KVA the building level

M/s. VISON LABS, HYDERABAD 15

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 EQUIPMENT Noise Level at 16 m (50 Noise Level at 1 m from Source Name of the source ft)from Source in dB (A) (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-nstructionNoise.pdf

The MoEF&CC has not yet prescribed noise emission specifications for construction equipment. However, the limited information available is provided in Table 3.4.

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, Concrete 75 Mixers, Cranes(movable), Vibrators, and Saws

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

M/s. VISON LABS, HYDERABAD 16

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 two 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 emergency or failure of water supply by Ground Water or insufficiency of the water reservoir.

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.

M/s. VISON LABS, HYDERABAD 17

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana 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 of the proposed project location.

TABLE-3.5: ESTIMATE OF RAIN WATER HARVESTING Paved S.No. Particulars Roof area Green Area Area 1 Catchment Area (m2) 3124 3364 1123

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) 58.57 75.69 8.42

Total Run Off load = 58.57 + 75.69 + 8.42 = 142.68 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) = 7611 – (3364 + 1123) = 3124 m2 Paved Area: = Catchment Area X Runoff Coefficient X Rain Fall = 3124 X 0.75 X 0.025 = 58.57 m3/hr Roof Area: = Catchment Area X Runoff Coefficient X Rain Fall = 3364 X 0.9 X 0.025 = 75.69 m3/hr Green Area: = Catchment Area X Runoff Coefficient X Rain Fall = 1123 X 0.3 X 0.025 = 8.42 m3/hr

Total Run off load = 142.68 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 142.68/4 = 35.67 m3

M/s. VISON LABS, HYDERABAD 18

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana Taking the effective radius and depth of a Recharge pit 1.2 m and 1.8 m respectively, Volume of a single Recharge pit = π r 2 h = 3.14 × (1.2)2 × 1.8 = 8.14 m3

Hence No. of pits required = 35.67 /8.14 = 4.38 say 5 Pits.

FIGURE-3.1: RAIN WATER HARVESTING STRUCTURE

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

A) CONSTRUCTION PHASE Waste water 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.

M/s. VISON LABS, HYDERABAD 19

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 100 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.

M/s. VISON LABS, HYDERABAD 20

TABLE 3.9: ESTIMATED WASTE GENERATION FROM DIFFERENT ACTIVITIES S.No Type of Quantity Collection/storage Disposal Waste 1 Garbage 241 Kg/day Stored in green and blue Sent to (926 No’s x 0.26 bins for recyclable and Authorized Kg/Person/Day) non-recyclable wastes Vendors. respectively. Collected and transported to the segregation point by Municipality. 2 STP Sludge 4.0 Kg/day Stored in HDPE bags. Used as manure and or given to farmers. 3 Used 4 No’s/Year - Sent to Batteries Authorized recyclers or returned to seller 4 Used 180 Lts/Year Stored in HDPE Carboy Sold to Lubricant (Approximately 50 authorized Liters per D.G.Set) recyclers 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.

M/s. VISON LABS, HYDERABAD 21

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.

M/s. VISON LABS, HYDERABAD 22

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, 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 50 Judicious use of water; Water requirement will be temporary impact on - 70 KLD for minimization of water consumption sourced from the bore surface & ground construction activities by use of high-pressure hoses for wells & water tankers. water resources. dust suppression However, the bore wells shall not be tapped beyond their yield. 2. Surface water No impact Erosion and run-off due Avoiding excavation in monsoon - quality to excavation/ season; providing appropriate construction activities, measures for erosion and especially in monsoon sediment control; providing season; adequate sanitation facilities for Discharge of waste workers at site; avoiding discharge water, construction as of untreated wastewater in the well as domestic. area. 3. Ground water No impact Construction activities Storage area for fuels, paints, - quality thinners, etc. to be such so as to avoid chances of spillage. No discharge to ground water body. 4. Air quality Temporary negative Construction equipment; Carrying out construction activity - impact operation of DG sets for in temporary enclosures, where construction power feasible; water sprinkling for dust requirement; vehicular suppression; regular maintenance traffic; excavation; of construction equipment & concreting; etc. vehicles; use of fuel of proper quality; use of state-of-the-art construction equipment & methods 5. Noise Medium negative & Various construction Use of low noise generating state- -

M/s. VISON LABS, HYDERABAD 23

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components temporary activities; material and of-the-art construction equipment vehicular movement and construction 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 as Site Premises is requirement the plot area land is a vacant plot and is designated as Residential designated for Commercial area complex by municipal corporation. (ii) Solid wastes & Temporary minor Construction material Maintaining proper inventory - land pollution negative impact handling; construction control for reduced waste wastes handling and generation; substitution of disposal hazardous raw materials by 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 be

M/s. VISON LABS, HYDERABAD 24

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components Seismicity Commercial complex part of the project constructed as per earthquake zone classification 7. Ecology Minor positive Construction activity No trees on the site shall be cut. No ecologically sensitive impact causing impact on In fact green belt will be developed area such as forest/ existing ecosystem on- all along the building boundary, agricultural land will be site and top soil; cutting roadside and lane divider. used for the project. of existing vegetation, if water sprinkling during dust Presently, the site has no required; generation activities; erosion and trees. 1123.26 Sq. m to sediment control; noise and be developed as fugitive dust control; restricting greenbelt. construction activity during night time 8. Socio-economic (i) Population and Minor negative and Increase in population Employing local people to the About 100 – 150 literacy rate temporary due to possible maximum extent possible construction workers are temporary settling of expected to be 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 as No impact Needs of construction Employing local people to the - education, medical, workers; extent possible for construction water supply, work; making adequate provision sanitation, etc. through the contractors to handle water, sanitary, medical and fuel

M/s. VISON LABS, HYDERABAD 25

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components requirement of construction workers to ensure that the existing infrastructure is not strained (iv) Transportation Temporary negative Increased traffic load Ensuring that traffic is well - impact due to transportation of regulated. Use of non-peak hours construction materials for material transportation and workers

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 impact Total water requirement Recycle water will be used The fresh water will be on surface water for the proposed project is Flushing and Gardening sourced from ground resources 121.16 KLD. water.

Moderate negative (Fresh Water – 97.66 KLD impact on ground & water resources due S.T.P Recycled - 23.5 to consumption. KLD) Total Waste Water Minor positive impact Generation: 96.92 KLD due to recharge by Proposed STP capacity - rainwater harvesting. 100 KLD

2. Surface water No impact Discharge of sewage and Recycled water will be used for - quality waste water from utilities Flushing and Gardening

M/s. VISON LABS, HYDERABAD 26

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components 3. Ground water No impact Discharge of sewage and No discharge of wastewater to Rainwater from the rain quality waste water from utilities ground water body; use of water harvesting will be treated sewage water for used to recharge Flushing, Gardening ground water. 4. Air quality Minor negative impact Fuel combustion in DG All emissions will be well within All emissions well

(for SO2, NOX and HC sets the specified emissions within the specified emissions) standards; limits 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 impact Noise generating rotating/ Proper equipment selection; - moving equipment mandatory acoustic 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; development of suitable green belt and landscaping 6. Land environment (i) Land use / No impact Requirement of land for 1123.26 Sqm of area available Once the project is requirement the proposed project for greenbelt development operational, no additional land will be

M/s. VISON LABS, HYDERABAD 27

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana S. Environmental Potential impacts Source of impacts Mitigation measures Remarks No. components required. (ii) Solid wastes & Minor negative impact Handling and disposal of Segregation of wet and dry Though no solid/ land pollution hazardous and solid garbage – disposal of dry hazardous waste will wastes garbage through off-site be disposed off on recycling or to municipal waste land, chances of collection system and wet waste inadvertent occasional to composting at site; disposal of spillage on land cannot waste lube oils by sale to be ruled out authorized third party; buy-back arrangement for waste lead acid batteries (iii) Geology & No impact Improper building design Regular maintenance of the - Seismicity not adhering to specified structures to withstand natural codes; improper building phenomena; carrying out the maintenance structural integrity testing 9. Ecology No impact Emissions and discharges All emissions and discharges - from project operations; including noise will be within noise generation; specified standards; all solid/ improper disposal of hazardous waste will be wastes disposed off in environmentally sound manner 10. Socio-economic factors (i) Population and No impact Increase in population Employing personnel from within Approximately 300 literacy rate due to settlement of the study area to the extent persons Direct personnel and their possible, subject to availability of employment and families from outside the skilled manpower requisite to the indirect employment study area for the job requirement are expected to be proposed project employed for the

M/s. VISON LABS, HYDERABAD 28

(ii) Employment Medium positive Direct employment of Employing personnel from within Approximately 300 impact personnel for proposed the study area to the extent persons Direct project. possible, subject to availability of employment and skilled manpower requisite to the indirect employment job requirement are expected to be employed for the project (ii) Amenities such as No impact Requirement of various Employing personnel from within Various amenities in education, facilities for the children of the study area to the extent the study area are medical, water personnel employed from possible, subject to availability of adequate. supply, sanitation, outside the study area skilled manpower requisite to the etc. job requirement (iv) Transportation Medium negative Burden on the existing Ensuring that vehicular - impact road infrastructure due to movement is controlled during the increased traffic from peak traffic hours; providing bus the proposed project services from the office to the nearest railway station; encouraging car-pools for office employees

M/s. VISON LABS, HYDERABAD 29

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 S.No Fugitive Dust 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 quantity (except completed grading and frequency to maintain a stabilized surface; areas) - 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 inactive (completed grading areas) 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 quantity areas and frequency to maintain a 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.

M/s. VISON LABS, HYDERABAD 30

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.

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.

M/s. VISON LABS, HYDERABAD 31

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 equisetifolia Sarvi Pulp and construction material 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 Gmelina arborea Gummadi teku Timber Grewilia robusta Silver oak Avenue tree Holoptelia integrifolia Nemali naara Fibre and timber Leucaena leucocephala Subabul Fodder and pulp wood 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

M/s. VISON LABS, HYDERABAD 32

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 will be equipped with walls and ceilings lined with glass wool to acoustically treat the noise levels. This acoustic insulation shall be designed to meet the mandatory standards based on a 25 dB(A) insertion loss.

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.

M/s. VISON LABS, HYDERABAD 33

 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;

 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

M/s. VISON LABS, HYDERABAD 34

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana 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;

 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:

 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.

M/s. VISON LABS, HYDERABAD 35

It is estimated that reusing wastewater will save approximately 20 to 35 % of portable water per day in the residential complex. 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. 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, 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.

M/s. VISON LABS, HYDERABAD 36

 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.

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..

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.

M/s. VISON LABS, HYDERABAD 37

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.  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.

M/s. VISON LABS, HYDERABAD 38

ENVIRONMENTAL MANAGEMENT PLAN M/s. ACE GIRIDHARI HOMES Residential Building construction project at Sy. No. 138,139,139/A,140 & 140E, Kismathpur Village, Gandipet Mandal, Ranga Reddy District, Telangana 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

TABLE 5.3: SUGGESTED TREES FOR GREEN BELT DEVELOPMENT Scientific Name Standard Name Time when 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

M/s. VISON LABS, HYDERABAD 39

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.  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 involves 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.

M/s. VISON LABS, HYDERABAD 40

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 situation for the project to operate and maximize benefits of the socio-economic status of the society and residents existing around the project site.

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:

M/s. VISON LABS, HYDERABAD 41

 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.  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 entrance gate, DG sets, 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 42

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 Plant) 40.0 Civil Works, Plant & Machinery & Technical Consultancy charges 3 Rain Water harvesting & Storm 10.0 Civil Works for construction of pits & 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 & Solar 15.0 Solar Street Lights Power utilization Total 90.0

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

1 Sanitary Facilities to workers 2.0

2 Erosion & Sediment Control 1.0 Temporary Toilet facilities to workers, measures Temporary sewerage lining & Transportation of excavated material. 3 Safe disposal of excavated 1.0 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 dust 1.0 Water sprinkling will be done regularly control

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

8 Environmental Services 2.0 Will be Outsourced

Sub Total 10

M/s. VISON LABS, HYDERABAD 43

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 & Out let sample - Soil Sample Analysis - Noise Levels & - D.G. Stack (Quarterly Monitoring will be by third party)

2 S.T.P Operation & Maintenance 9.0 Chemicals, Employs, Power 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 44

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 45

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 1123.26 Sq.mts of the area earmarked for development of greenery. Rain water harvesting structures proposed to enhance the ground water of area. The waste water 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 46

G.L G.L FRONT ELEVATION

NEHRU OUTER RING ROAD SHADAN INSTITUTE OF MEDICAL SCIENCES STP NEIGHBOUR'S PLOT CHEVELLA ROAD CHEVELLA ROAD

NEIGHBOUR'S PLOT

HIMAYATH SAGAR NEHRU OUTER RING ROAD TOT LOT AREA:1123.26 Sq.Mts NEIGHBOUR'S PLOT

FIRE WATER TANK 150KLD WATER LEVEL 1.5M+FREE BOARD ANAND NAGAR COLONY P.P P.P P.P P.P P.P P.P LORD INSTITUTE P.P M.H M.H M.H M.H M.H M.H M.H OF ENGINEERING DOMESTIC TANK 180KLD WATER LEVEL 1.5M+FREE BOARD

(top slab is considering load of the weight of fire tender vehicle as 45 Tons.)

NEHRU OUTER RING ROAD ROAD

HIMAYAT SAGAR VILLAGE HMBS COLONY KISMATHPUR ROAD

M.H P.P P.P M.H SECTOR - 1

ORR-HUDA EXPRESS PROPOSED SITE ROAD COLONY ROAD ROAD KISMATHPUR ROAD

ROAD ROAD

P.P M.H LOCATION PLAN SCALE : N.T.S

P.P M.H

G.L G.L

M.H P.P IRON GRILL BEARING CAPACITY 45TONS

SAND 20MM METAL NEIGHBOUR'S PLOT NEIGHBOUR'S PLOT

P.P M.H 1.8M 40MM METAL PROPOSED BUILDING M.H P.P

M.H

P.P

1.2M

M.H P.P

IRON GRILL BEARING CAPACITY 45TONS PERCULATION PIT SECTION (SCALE- N.T.S) IRON GRILL BEARING CAPACITY 45TONS

M.H

P.P

M.H P.P

M.H

P.P 1.2M

M.H M.H P.P

P.P

G A T E G A T E

STORM WATER 1.2M PIPE LINE

SEWAGE PIPE LINE EFFECTED ROAD WIDENING AREA:709.54 SQ.MTS PERCULATION PIT PLAN (SCALE- N.T.S)

EXISTING 12.00M WIDE ROAD PROPOSED 30.00M WIDE ROAD

SITE PLAN SCALE : 1:200

SHEET 6 OF 6 REFERENCE NORTH BUILDERS SIGN ENGINEERS SIGN PLAN SHOWING THE PROPOSED RESIDENTIAL FLATS IN SURVEY No: PROPOSED EXISTING N 138,139,139/A,140& 140/E,SITUATED AT KISMATHPUR VILLAGE TO BE DEMOLISHED PERMITTED GANDIPET MANDAL, (OLD) RAJENDRANAGAR MANDAL, RANGA REDDY MORTGAGE DISTRICT. SCALE : 1:100 BELONG'S TO: OWNERS SIGN M/s.ACE GIRIDHARI HOMES & OTHERS REP BY SRI. M .SRIKANTH ARCHITECTS SIGN S/o.SRI.M.K. RAMA RAO SRI. K .INDERA SENA REDDY S/o. LATE. SRI.K. VITTAL REDDY

SPECIFICATIONS SCHEDULE OF OPENINGS FOUNDATION : R.C.C DOORS M.D =2.0X2.10 WINDOWS :- W = 1.5X1.2 BASEMENT : C.R.S F.D = 1.5X2.10 W = 6.00X2.00 ROOF,COLUMNS,BEAMS etc,. : R.C.C D = 1.5X2.10 W1 = 3.00X2.00 SUPERSTRUCTURE : BRICK WORK D1 = 1.2X2.10 D2 = 1.0X2.10 VENTILATOR :- V = 1.20X0.6 PLASTERING : CEMENT MORTAR FLOORING : VETRIFIED TILES DOORS&WINDOWS : C.T WOOD. NEIGHBOUR'S PLOT STP

NEIGHBOUR'S PLOT

TOT LOT AREA:1123.26 Sq.Mts NEIGHBOUR'S PLOT

FIRE WATER TANK 150KLD WATER LEVEL 1.5M+FREE BOARD

P.P P.P P.P P.P P.P P.P P.P M.H M.H M.H M.H M.H M.H M.H DOMESTIC TANK 180KLD WATER LEVEL 1.5M+FREE BOARD

(top slab is considering load of the weight of fire tender vehicle as 45 Tons.)

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

Y Y

P.P M.H TWO WHEELER PARKING TWO WHEELER PARKING

LOBBY LOBBY UP 1.52x3.05m 1.52x3.05m

P.P M.H 4.51M WIDE DRIVE WAY 4.50M WIDE DRIVE WAY 4.50M WIDE DRIVE WAY

P.P 4.50M WIDE DRIVE WAY 4.50M WIDE DRIVE WAY M.H IRON GRILL BEARING CAPACITY 45TONS

TWO WHEELER PARKING TWO WHEELER PARKING NEIGHBOUR'S PLOT NEIGHBOUR'S PLOT 24.00 24.00

RAMP DOWN TO CELLAR FLOOR P.P M.H RAMP UP TO GROUND LVL

4.96 TWO WHEELER PARKING 4.96

GARBAGE GARBAGE SHUTE SHUTE LOBBY LOBBY 4.34x2.51m 4.34x2.51m P.P TWO WHEELER PARKING M.H

SERVICES SERVICES LOBBY 2.50x8.30m

LIFT LIFT LIFT LIFT 2.17x2.39m2.17x2.39m 2.17x2.39m2.17x2.39m

UP UP

M.H LOBBY UP LOBBY 3.05x1.94m P.P 3.05x1.94m LOBBY LOBBY 4.50M WIDE DRIVE WAY 4.34x3.75m 4.34x3.75m FIRE LIFT FIRE LIFT 3.05x2.00m 3.05x2.00m 4.50M WIDE DRIVE WAY

M.H P.P IRON GRILL BEARING CAPACITY 45TONS

4.57M WIDE DRIVE WAY 4.57M WIDE DRIVE WAY IRON GRILL BEARING CAPACITY 45TONS

M.H

P.P

Fire Command Station TWO WHEELER PARKING TWO WHEELER PARKING 2.49MX7.62M 4.50M WIDE DRIVE WAY 4.50M WIDE DRIVE WAY

M.H P.P

M.H

P.P

M.H M.H P.P

P.P

G A T E G A T E

STORM WATER PIPE LINE

SEWAGE PIPE LINE EFFECTED ROAD WIDENING AREA:709.54 SQ.MTS

EXISTING 12.00M WIDE ROAD PROPOSED 30.00M WIDE ROAD

STILT FLOOR PLAN

SHEET 1 OF 6 REQUIRED MORTGAGE AREA 10%: 4252.26 DETAILS OF AREA STATEMENT : Sq.mts OWNERS SIGN ARCHITECTS SIGN PLAN SHOWING THE PROPOSED RESIDENTIAL FLATS IN SURVEY No: PROPOSED MORTGAGE AREA (10.05%):4275.33 (IN 2nd &3rd ) TOTAL PLOT AREA : 8321.23 REQUIRED TOTLOT AREA (10% OF PLOT AREA) : 761.18 138,139,139/A,140& 140/E,SITUATED AT KISMATHPUR VILLAGE EFFECTED ROAD WIDENING AREA : 709.54 PROPOSED TOT LOT AREA (14.75% OF PLOT AREA) : 1123.26 PARKING AREA GANDIPET MANDAL, (OLD) RAJENDRANAGAR MANDAL, RANGA REDDY NET PLOT AREA : 7611.86 PARKING AREA (33% OF PLINTH AREA ) : 14032.48 DISTRICT. NO.OF FLOORS : SUB CELLAR + CELLAR + STILT+ PROPOSED PARKING AREA 33.75% : 14352.83 16 UPPER FLOORS NO OF CAR PARKINGS 372 BELONG'S TO: SUB CELLAR FLOOR AREA : 5390.52 NO OF FLATS 218 CLUB HOUSE AREA M/s.ACE GIRIDHARI HOMES CELLAR FLOOR AREA : 5390.52 STILT FLOOR AREA : 3571.79 FIRST FLOOR AREA : 1738.17 & OTHERS TOTAL PARKING AREA : 14352.83 TOTAL CLUB HOUSE PLINTH AREA : 1738.17 REP BY SRI. M .SRIKANTH FIRST FLOOR AREA : 1745.33 REQUIRED CLUB HOUSE AREA (3% OF PLINTH AREA) :1275.68 SECOND FLOOR AREA : 2718.49 PROPOSED CLUB HOUSE AREA 4.08% : 1738.17 BUILDERS SIGN ENGINEERS SIGN REQUIRED VENTILATION AREA 2.5% : 134.76 S/o.SRI.M.K. RAMA RAO THIRD FLOOR AREA : 2718.49 REQUIRED VENTILATION AREA 2.93% : 158.20 SRI. K .INDERA SENA REDDY FOURTH FLOOR AREA : 2718.49 FIFTH FLOOR AREA : 2718.49 S/o. LATE. SRI.K. VITTAL REDDY SIXTH FLOOR AREA : 2718.49 REFERENCE NORTH SEVENTH FLOOR AREA : 2718.49 PROPOSED SPECIFICATIONS SCHEDULE OF OPENINGS EIGHTH FLOOR AREA : 2718.49 EXISTING N TO BE DEMOLISHED FOUNDATION : R.C.C NINTH FLOOR AREA : 2718.49 DOORS M.D =2.0X2.10 WINDOWS :- W = 1.5X1.2 PERMITTED TENTH FLOOR AREA : 2718.49 BASEMENT : C.R.S MORTGAGE F.D = 1.5X2.10 W = 6.00X2.00 ELEVENTH FLOOR AREA : 2718.49 SCALE : 1:100 ROOF,COLUMNS,BEAMS etc,. : R.C.C D = 1.5X2.10 W1 = 3.00X2.00 TWELTH FLOOR AREA : 2718.49 SUPERSTRUCTURE : BRICK WORK D1 = 1.2X2.10 THIRTEENTH FLOOR AREA : 2718.49 D2 = 1.0X2.10 VENTILATOR :- V = 1.20X0.6 FOURTEENTH FLOOR AREA : 2718.49 PLASTERING : CEMENT MORTAR FIFTEENTH FLOOR AREA : 2718.49 FLOORING : VETRIFIED TILES SIXTEENTH FLOOR AREA : 2718.49 TOTAL PLINTH AREA : 42522.68 DOORS&WINDOWS : C.T WOOD. PROPOSED HEIGHT : 49.90m