Sep’ 2016

Conceptual Plan For Construction Of Residential Buildings I.E. Town Ship at Sy.No. 32, 33, 34, 38, 39, 41

Of

M/s. VAISAKHI DEVELOPERS Site: Sy.No: 32,33,34,38,39,41, Yendada Village, GVMC Limits, Zone -I, District,

Prepared By M/s. VAISAKHI DEVELOPERS 202, Venu Surya Vihar Apartments, Near Alluri Seetha Rama Raju Statue, Seethammadhara, Visakhapatnam-13

Submitted to STATE ENVIRONMETNAL IMPACT ASSESSMENT AUTHORITY (SEIAA) O/o. AP POLLUTION CONTROL BOARD, HYDERABAD

1.0 INTRODUCTION

M/s. VAISAKHI DEVELOPERS is headed at Yendada, Sy.No. 18 P,30 Part,31 Part

in Visakhapatnam with its Administrative Office at 202, Venu Surya Vihar Apartments,

Near Alluri Seetha Rama Raju Statue, Seethammadhara, Visakhapatnam -13.

M/s. VAISAKHI DEVELOPERS with more than a decade of business operations in

Visakhapatnam has created and successfully marketed, aesthetic, ergonomically

designed and quality living spaces in Visakhapatnam.

M/s. VAISAKHI DEVELOPERS enjoys good brand equity in the upper middle and upper class for its housing projects at reasonable and affordable costs with optimum customer satisfaction.

Now the group proposes to develop a township project at Sy. No: 32, 33, 34, 38, 39, 41, Yendada Village, Zone –I, GVMC Limits, Visakhapatnam District, Andhra Pradesh.

The proposed layout will provide the following infrastructure

 Bitumen surface roads  Fits to master plan of VUDA  Pucca Masonry drain/RCC drain including load drain and drainage system in arrangement with GVMC/nearby outlet  Water supply arrangement with GVMC or bore wells with internal water supply system  Waste water treatment and re-usage  Storm water and water recharge  Street light arrangements  Rain water harvesting structures on open space/parks  Avenue plantation

1.1 Details about Project Site

Table: 1 – Site Details Latitude 17°46'49.38"N Longitude 83°21'38.84"E Annual rainfall 1000 mm Min and max temp. 240C and 460 C Avg. relative humidity 85 % Avg. wind speed 8-10 KMPH Predominant wind direction Summer SW Winter SE & SW Monsoon NE&NW Nearest Highway NH-5 at 0.30 Kms Nearest Airport at 15.51 kms Nearest Railway station Visakhapatnam Railway station at 9.85 km Nearest Human settlement Within Yendada Village Nearest Town Visakhapatnam at 8.0 Kms Nearest Seaport at 11.45 kms Nearest Water Bodies Mudasarlova Reservoir at 6.73 Kms Nearest Reserved forest Kambalakonda Reserved forest at 517m Nearest Zoo park Indira Gandhi Zoological park at 2.0 km Historical places Votive stupa at at 7.0 kms. (archeological site) at 5.0 kms. Nearest Stadium International Cricket stadium at 2.05 kms Nearest Hills hills at 4.02 kms Simhachalam hills at 11.85 kms Nearest Barrage None within 10km Radius Nearest Dumping site Kapuluppada dumping site at 7.0 Kms

Fig: 1- GOOGLE IMAGE

Fig: 2- GOOGLE IMAGE OF 5KM RADIUS

Fig: 3- TOPO MAP of 10 km radius

2.0 PROJECT DESCRIPTION

2.1 SITE LOCATION AND SURROUNDINGS: The project is located at Sy. No: 32, 33, 34, 38, 39, 41, Yendada Village, Zone –I, GVMC Limits, Visakhapatnam District, Andhra Pradesh.

The google image and toposheet with the project location demarcated is attached with this report.

2.2 Reasons for Selection of Site:  Land availability  Meeting VUDA Master Plan  Demand for Residential plots  Cost of Land  Availability of ground water  New Developing area

2.3 CONNECTIVITY:

The project site is well connected through National Highway (Visakhapatnam-Calcutta Road). The nearest railway station is Visakhapatnam Railway station, about 9.85Kms from the project site. The nearest airport is Visakhapatnam Airport at 15.51Kms from the project site.

2.4 ROADS CONNECTING THE SITE:

The Layout has an approach road of width 50ft road from the existing public road.

Table: 2– Summary of Proposed Project

S.No Particulars Project Description 1. Total Site Area 10.97 acres or 44431.42Sq.mts 2 Activity Residential Buildings 3 Number of Flats 1240Nos 4 Parking Facilities Parking at Cellar Floor areas 5 Sources of Water GVMC supply and Bore well on stand by 6 Wastewater Generation 860KLD 7 Wastewater Treatment 688 KLD Plant 8 Use of Treated water Landscape Development 9 Power Demand 6200KVA Transformer/Zone 10 Source of power APEPDCL 11 Non-Renewable Energy Solar Street lighting 12 Quantity of solid waste 3100 Kg/Day generated 13 Solid Waste Disposal Dispose to Kapuluppada Dumping Site

2.5 BUILTUP AREA STATEMENT

The total area of project is 10.97Acres or 44431.42Sq.mts has been granted change of land use. The detailed Area statement is provided below in Table-3.0:

Table: 3 – Built-up Area Statement in Sq.mts S.No Floors Block-1 Block -2 Block-3 Block-4 Block-5 Block -6 Block-7 Block-8 Amenities Amenities -A -B 1 Cellar -1 36,858.01 2 Cellar -2 37,744.26 3 Ground Floor 1434.33 1085.43 1094.93 1094.93 1094.93 1094.93 1094.93 1590.38 601.85 730.43 4 First Floor 1434.33 1085.43 1094.93 1094.93 1094.93 1094.93 1094.93 1590.38 601.85 730.43 5 Second Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 601.85 730.43 6 Third Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 601.85 730.43 7 Fourth floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 601.85 730.43 8 Fifth Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 9 Sixth floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 10 Seventh floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 11 Eighth floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 12 Ninth Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 13 Tenth Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 14 Eleventh Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 15 Twelfth Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 16 Thirteenth Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 17 Fourteenth Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 18 Fifteenth Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07

19 Sixteenth Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 20 Seventeenth 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 Floor 21 Eighteenth Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 22 Nineteenth Floor 1519.58 1181.49 1164.89 1164.89 1164.89 1164.89 1164.89 1697.07 Total Floor 30221.10 23437.68 23157.88 23157.88 23157.88 23157.88 23157.88 33728.02 3009.25 3652.15 Area (G+19 floors) Total Built up area 2,84,439.87 (2 Cellars+G+19floors) 8 Blocks + 2 Amenity Blocks) Total Site Area 44431.42 Sq.mts or 10.97Acres Road Widening 123.00Sq.mts area Net Site Area 44308.42Sq.mts Tot-Lot Area 4923.35Sq.mts Parking Area 74602.27 Sq.mts (Cellar floors) Proposed Height 59.90Mts

FIG: 4: - LAYOUT SHOWING INFRASTRUCTURES

2.6 PARKING:

The proposed project shall have multiple residential blocks and internal circulation is provided by 16.50m path all around the site facilitating movement of fire truck and passenger vehicles. The access to basements is provided by a ramp with a width of 5.49m of passage. It is proposed to provide 2 Cellar Floors for parking. The parking provision follows the guidelines prescribed by VUDA and Building policy of Andhra Pradesh.

Land Use Total Parking Area (Sq.mts) Cellar -1 36858.01 Cellar - 2 37744.26 74602.27

As per NBC norms, parking area is required as follows:

For 1 Car Parking – 13.75 Sq.mts

For 2 Wheeler parking – 1.25 Sq.mts

Parking Provisions details: Total Number of Units: 1240 The proposed construction project having 1240 three bed room units only

As per NBC norms, parking area is required as follows: For 1 Car Parking - 13.75 sq.mts For 1 two Wheeler Parking- 1.25 sq.mts

Table: 4-Parking space provision of the project

Units Number 2 4 Area Allocated for Area Allocated for Total 4- Total Propose of Units Wheele Wheele Visitors Parking Visitors Parking Area Wheele Parkin d rs per rs per allocated rs in g Area 2 4 2 4 Unit Unit for 2- sq.mts for 4 & Wheeler Wheelers Wheelers Wheelers Wheeler 2 s s in wheele sq.mts rs (sq.mts ) No. of 3 1240 1 2 16% 10% 248 3410 Bed of 2 of 4 sq.mts for sq.mts. 1550 34100 35650 Room wheeler’ wheeler 2 for 4 Units s parking wheeler’s wheeler Parking area Parking parking area area area

Total 1240 1240 2480 35650

As per the above calculations with reference to NBC, an area of 35650Sq.mts is required for two wheelers and four wheelers. But 74602.27Sq.mts of parking will be provided.

2.6.1 Residents Parking:

The entire Stilt floor Area has been allocated exclusively for residents parking. These parking

areas are both for four wheelers and two wheelers.

2.6.2 Visitors Parking:

Separate Car and 2 wheeler parking places have been provided around the proposed project for

the visitors to park their vehicles.

2.7 WATER SOURCE: 2.7.1 WATER REQUIREMENT AND SUPPLY SYSTEM The water supply will be provided through bore wells and GVMC supply. The total water requirement is approx. 860KLD, out of which domestic water (Fresh water) requirement is 520.2KLD and flushing water demand is 339.3KLD. The daily water requirement calculation is given below in Table 5.0:

Table-5: Water Requirement of the project

Land use No. of units No. of Water Water Total water persons per required consumption requirement - unit per person – lit liters Flats (G+19 1240 5 135 675 837000 Upper floors) Amenities 2 250 45 11250 22500 Total 859500 Total water required for the project is 859.5KLD rounded to 860.0KLD

Water requirement shall be reduced by adopting dual plumbing system.

For Dual plumbing system separate tank is provided to store the treated waste water, the tank shall be 1 foot below the overhead tank. Separate pipe system is provided to pump the treated water for flushing.

Table -6: Water saving of the project Unit No. of units No. of persons Water Treated Effective water requirement water reuse requirement in in Lit. in Lit. lit.

Flats 1240 5 837000 334800 502200 Club 2 250 22500 4500 18000 house Total 859500 339300 520200 Note: Treated water reuse assumed @ 40 L/Head for housing and @ 20 L/Head in amenities. Approximately 339.3KLD of water will be saved by adopting recycling of treated water in the toilet flush. The effective water consumption is reduced by 520.2KLD.The water balance of the project during occupation stage is tabulated below:

Table-7: Water Balance during occupation stage Input KL/day Out put KL/day Domestic water 520.2 Treated waste water for 338.3 Municipal drains/ HVAC/Social Forestry 687.6KLD or Recycled water 339.3 Treated waste water for 339.3 say recycle 688.0(Total Water requirement for 10.00 waste water green belt during non generated) monsoon Losses approx 20% 171.9 Total 859.5 Total 859.5 Say 860 KLD The water used in the order of 860 KL/day would generate 688.0KL/day of waste water. The total waste water has to be treated for reuse and or disposal. The water balance flow chart is as follows

Disposal:

 Green belt Development – 10 KLD

 For toilet flushing – 339 KLD

 For Public sewer lines - 338 KLD

Note: UGD laying DPR is under preparation with GVMC for sewerage system with estimated budget of Rs. 400 Cr to cater Madhuruvada and area. (Ref: www.gvmc.nic.in).

UGD laying period=30-36 months

Project completion for occupation=36 months Water Balance Chart:

Occupation Stage – Flow chart Water Consumption

Domestic (520.2 KLD + Municipal (520.2KLD) 339.3KLD Losses (171.9 KLD) supply/Bore =859.5 KLD) Wells Sewage (80%: 687.6 KLD)

Sewage Treatment Plant

Reuse/Flushing-339.3KLD

Municipal drains/Social Treated Forestry Effluent

(338.3 KLD)

Green Belt

(10.0 KLD)

Note: Day 1 Water requirement = 859.5KLD

Table-8: SUMMARY OF FRESH WATER REQUIREMENT & WASTE WATER GENERATION:

S.NO DESCRIPTION FRESH WATER WASTE WATER

1 DOMESTIC 860.0 KLD 688.0KLD

SEWAGE TREATMENT SYSTEM

Design Parameters:

STP Capacity 1 x 800 KLD capacity

Process of STP MBBR treatment process shall be adopted. The technology shall

be provided which occupies less space.

Location of STP Shown in Site Plan

Fig: 5 - FLOW DIAGRAM FOR SEWAGE TREATMENT PLANT

2.8 SOLID WASTE The total number of people anticipated to stay in the housing project is in the range

of 6200. The anticipated solid waste/ garbage is in the range of 500 g/head from

residential and 300 g/head from amenities, and the total garbage will be in the order

of 3175.0 kg/day.

The present practice is to collect the garbage using the services of NGO’s and send

it to the segregation point by cycle-rickshaws. This would be disposed of through

the disposal system of Visakhapatnam Municipal council (under GVMC limits), to

Kapuluppada dumping site. The responsibility of garbage collection and disposal

lies with Visakhapatnam Municipal Council, however the project authorities

propose to educate the residents to segregate the waste at source before disposal.

Table-9: SOLID WASTE GENERATION Unit No. of units No. of Total No. of Total solid waste in kgs persons/unit persons Flats 1240 5 1500 3100 Kg @0.5 kg/head

Amenities 2 125 250 75 Kg @ 0.3 Kg/Head

Total 3175.0

Solid waste Generated and disposal details

The solid wastes anticipated during occupation stage include garbage’s, sludge from STP,

hazardous waste of used oils and batteries from generators.

Table-10: Solid waste generation and disposal details

Type of Quantity Collection/ storage Disposal waste Garbage 3175 Segregate at each house in The solid waste will be lifted kg/day green and blue bins for dry to the Kapuluppada dumping waste & wet waste site at 7.0kms respectively. Collected and transported to the segregation bin by NGO’s/Municipal authorities Sewage 5.0 kgs/day Stored in HDPE bags Used as manure and or given Treatment to nearby fields Plant Sludge Used 3 -- Sent to Authorized recyclers or Batteries nos. year returned to seller Used 150Lt/year Stored in HDPE Carboy Sold to authorized recyclers Lubricant Transformer 150Lt/year Stored in HDPE Carboy Sold to authorized Contractors oil Waste oil 200 LPA Stored in HDPE Carboy Sold to authorized Contractors

 As we are having total Built-up area 2, 84,439.87 sq. mts which is > 5,000 sq.mts,

based on notification, we will segregate the waste in separate streams at source,

hand over recyclable material to the authorized waste pickers or recyclers.

 The bio-degradable waste shall be processed, treated and disposed off through

composting or bio-methanation within the premises.

 The residual waste shall be given to the waste collectors or agency as directed by

the local body.

2.8.1 Collection and Segregation of waste: 1. A door to door collection system will be provided for collection of domestic waste in plastic bags from household units. 2. The local vendors will be hired to provide separate colored bins for dry recyclables and bio-degradable waste. 3. For waste collection, adequate number of colored bins (Green, blue and dark grey separate for Bio-degradable and non bio-degradable) are proposed to be provided at the strategic locations of the commercial area. 4. Litter bin will also be provided in open areas like parks etc.

A number of facilities will be provided by M/s. Vaisakhi Developers, to the occupants and the facilities are shown in table

Table: 11 Requirements Proposed

Requirement Nos. of Description

Tot Lots and Gardening area including 2 m Totlot area - 4923.35Sq.mts boundary width 2m width greenbelt area – 913.03Sq.mts Total GB Area – 5836.38 Sq.mts DG Sets 500 KVA -3 No

Sewage Treatment Plant 1No.

Garbage Segregation Point 1 No

The owners/purchasers will form cooperatives to run the remaining amenities like

sewage treatment plant, DG sets. The major requirement of resource is for

electricity and water.

2.9 ELECTRICITY CONSUMPTION

The electricity will be drawn from APTRANSCO. A number of transformers will

be provided to reduce voltage fluctuation and to provide quality energy. The power

requirement during operation phase is presented in table below:

Table: 12-Energy Consumption Statement

Type of Housing Total Load in KW Total Total Connected Total Max

Units connected Load (KVA) Demand

Load (KW) (KVA)

Blocks- 1-8 1240 8 9920 12400 22320

Street Lights 143 0.03 4.29 5.36 5.36

Amenities 2 2 39.9 49.8 49.8

STP 1 90 90.0 112.5 112.5

Lifts 8 15 120 150 150

Total 10174.19 12717.66 22637.66

Power Factor = 1.25

Total Consumption per month = 679129.8 KVA

Total Consumption per year = 8149557.6 KVA

Electrical Savings = 7.6%

Table: 13-Savings in Electrical Power Consumption - Summary S. Description With With Solar Total Total No CFL Heater and Consumpti saving Street on lakh Lighting units 1 Savings in lakh kwh units 1082.0 638.0 22637.66 1720.0

2 Savings in percentage (%) 4.78 2.82 7.6

2.9.1 Energy Conservation Measures:

 Energy Efficiency Measures

a. LED in common areas

b. LED Usage in individual units/flats

c. Provision of solar water heaters for Amenity hall

d. Solar lighting for common areas/street lights (1 in 3).

e. Timer based lighting management in common areas

f. The lighting levels will be selected to suit the functional requirements

g. Each block will be interconnected by corridors which help in better utilization of

natural day light (double glass will be used for more cooling) and turbo ventilators

proposed at common areas for saving day light.

h. For saving of day light and low solar heat gaining High efficiency low-e glass type

for windows will be used.

Eco-friendly Measures:

1. Exploring possibilities of using Solar Lights

Others:

The security will be handed over to a private agency. Water conservation measures will be updated frequently and all the residents will be educated periodically.

The total potential of 143 KW per day (40% roof area) and possibility for use of solar energy for common lighting or solar water heating will be explored.

2.9.2 USE OF FLY ASH:

Flyash based light weight bricks will be used for construction of walls etc. Flyash based tiles will be used for flooring of common areas in cellular. 2.10 RAIN WATER HARVESTING The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many factors such as intensity and duration of precipitation, characteristics of the tributary area and the time required for such flow to reach the drains. The drains shall be located near the carriage way along either side of the roads. Taking the advantage of road chamber, the rainfall run off from roads shall flow towards the drains. Storm water from various plots/shall be connected to adjacent drain by a pipe through catch basins. Therefore, it has been calculated to provide 07 rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area. 1. Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is planned adjacent to roads. All building roof water will be brought down through rainwater pipes. 2. Storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for rainwater harvesting and ground water recharging. Rain water harvesting has been catered to and designed as per the guideline of CGWB. Peak hourly rainfall has been considered as 0.03m/hr. The recharge pit of adequate diameter and depth is constructed for recharging the water. Inside the recharge pit, a recharge bore is constructed having adequate diameter and depth. The ground water level in the area is 20-30m bgl. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge bore. Design specification of the rain water harvesting plan are as follows:  Catchments/roofs would be accessible for regular cleaning  The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting has been avoided since most paints contain toxic substances and may peel off.  All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrested by the mesh at the terrace outlet and to prevent contamination by ensuring that the runoff from the first 10-20minutes of rainfall is flushed off.  No sewage or sullage would be admitted into the system No sullage from areas likely to have oil, grease or other pollutants has been connected to the system.

Table: 14- Calculations for Storm water load

Type of Area Area (in Sq.m) Coefficient of Peak rainfall Rainwater run-off intensity during harvesting one hour of potential/hour rainfall (in m) (in M3) Green Area 5836.38 0.1 0.03 17.50 Paved Area 37744.26 0.6 0.03 679.39 Total Storm water load on the site with per hour retention is 696.89 Considering 15 minutes retention time, total storm water load 174.22 Taking the radius as 2m and effective depth as 2m, volume of a RWH pit 25.12 (π r2h) Hence no. of pits required in approx=Total storm water load considering 15 6.92 minutes retention time/Volume of a RWH pit Say 07

Total No. of pits proposed = 07 pits

Fig: -6- RAIN WATER HARVESTING PIT 2.10.1 Treatment of waste: Bio-degradable Wastes 1. Bio-degradable waste will be collected and segregated at site and subjected to government approved vendors and the compost will be used as manure. 2. STP sludge is proposed to be used for horticultural purposes as manure 3. Horticultural waste is proposed to be subjected to government approved vendors and will be used for gardening purposes.

2.10.2 Usage of STP Sludge

Sludge obtained from STP will be collected in special containers and transported to main storage area and further used as manure for the landscape area in the project site.

2.10.3 Land Environment

 Domestic solid waste generated from the proposed project will be segregated into Organic and Inorganic. The organic waste will be composted within the project site using Organic Waste Converter and Inorganic solid waste will be disposed off to local recyclers.  Solid waste (Sludge) generated from the STP will be used for horticulture purpose within the project premises.

2.10.4 Top Soil Management:

 2 inches of top soil from roads will be stored separately and utilize for development of landscape and green belt development

2.10.5 Hazardous Waste Management Plan

Hazardous Waste oil of about 150 lts will be generated from DG sets per annum. This waste oil shall be collected and stored as per norms set by CPCB in sealed drums placed on a secondary tray, under covered roof, until sufficient quantity of the waste has been accumulated in order for it to be disposed off to authorized oil reprocessing agencies.

2.10.6 E-Waste Management Plan

The e-waste from the project shall be collected separately and stored closed rooms. About 100kg/annum of e-waste is expected to be generated from the residential project. The e-waste shall be collected, stored and disposed to APPCB authorized agencies for treatment and safe disposal and recycling.

E-waste will be managed as per E-waste (Management & Handling rules, 2011). It will be handed over to Govt. approved vendors.

Recyclable Wastes: 1. Grass Recycling: The cropped grass will be spread on the green area. It will act as manure after decomposition 2. Recyclable wastes like paper, plastic, metals etc will be sold off to recyclables Disposal: Only Recyclables wastes will be sold to recyclers and rest non-recyclables will be sent to Govt. land fill site. Hence, the MSW management approach will be towards zero landfill.

3.0 Green area: 3.1 Landscaping and Green Belt Development Plan

It is proposed to develop landscape and greenbelt around the periphery of the project. The implementation for development of greenbelt is of immense importance, as it not only acts as a pollution sink for dust emissions, gaseous pollutants and noise pollution but also enhances the visual appearance of the developed site.

The species to be grown on the site will be fast growing native species having broad leaf base so that a permanent greenbelt is created in a short period. The effective plantation will also stabilize the soil and reduce any nuisance during windstorm, if any, in future. These together in the long term will improve the local ecology of the site. Besides this, the visual aesthetic of the proposed site will be enhanced by developing lawn with local ornamental plants in the open spaces.

Table: 13.0 - Species are chosen for planting of greenbelt Botanical name Habit Family Local name Aegle marmelos T Rutaceae Maredu Albizia lebeck T Mimosaceae Dirisena

Alstonia scholaris T Apocynaceae Edakulapala

Areca catechu T Arecaceae Vakka Anthocephalus cadamba T Rubiaceae Kadamba Cassia fistula T Caesalpiniaceae Rela Bauhinia purpurea T Caesalpiniaceae Peddari Bauhinia variegata T Caesalpiniaceae Devakanchanamu Cassia siamea T Caesalpiniaceae Cassod tree Peltoferrum pterocarpum T Caesalpiniaceae Konda chinta Polyalthia longifolia T Annonaceae Naramamidi Azadirachta indica T Meliaceae Vepa chettu Mimusops elengi T Sapotaceae Pogada Nyctanthus arbortristics T Oleaceae Parijathamu Nerium odorum S Apocynaceae Ganneru Tecoma stans T Bignoniaceae Swarna ganneru Tectona grandis T Verbenaceae Teku Delonix regia T Caesalpiniaceae Turai Michelia champaca T Magnoliaceae Sampangi Other Ornamental Plants

3.2 Technical Specifications for Plantation 1. The plant spacing should be 1-3 m x 1-3 m depending on width of the crown of tree, width of greenbelt and species composition; 2. The seedlings should be transplanted in monsoon period (June 15 - July 31). So, the land for planting is to be handed over before July 15. The soil working/pit digging works should be done preferably before onset of monsoon; 3. All activities that are related to procurement of seeds, rising of seedlings, digging of pits, planting and caring the plants for specified period shall be done by proponent. Similarly, the proponent shall ensure at least 90% of plant survival at the end of the deal; and 4. Rising of seedling in nursery to a suitable size of transplanting - within 45 days after placement of order. Keeping the master plan at around the project site in mind, the stage wise plantation is prepared.

3.3 LIST OF MACHINERY WILL BE USED DURING CONSTRUCTION: 1. Dumper : Shall be used for mud and material handling 2. Concrete mixer with hopper : for RCC work 3. Excavator : shall be used for digging and earth work 4. Road roller : For compacting the earth 5. Bulldozer : For dismantling 3.4 Project Cost Details:

The Total project cost: 450 Crores and budget allocated for EMP is Rs. 11.25 Crores.

3.5 Disaster Management Plan and Emergency Evacuation Plan Environmental Assessment (EA) is a decision-making process used to promote good environmental planning by assessing the potential effects and benefits of certain activities on the environment. Environmental Assessment should ensure that all environmental effects (risks and benefits) of a proposed development plans, programmes are identified and satisfactorily addressed.

3.6 Purpose

To establish method of systematic, safe and orderly evacuation of all the occupants in case of any emergency, in the least possible time, to a safe assembly point through nearest safe means of escape.

3.7 Disaster Risk Management:

The first task is to establish a Co-ordinating group.

1. The Coordinating Group should arrive at early consensus on its vision, mission and responsibilities and establish working procedures, plans and schedules, with allocated budgets.

2. The group must study and analyze the disaster hazards and risks posed to the destination, especially those which are likely to be amplified by warmer climatic conditions. Some of the common hazards affecting coastal tourism destinations include tropical cyclones, ocean storm surges, coastal and inland flooding and landslides.

What to do by the Individuals at the time of any disaster:

3.8 Earthquake Prior to any earthquake, each member should preplan and practice any steps to be taken in the event of an earthquake. ♦ Take cover under any sturdy piece of furniture ♦ Stay away from windows or ceiling objects such as lighting fixtures ♦ Do not light matches or candles ♦ Use only battery operated flash lights and radios ♦ Find an open area outdoors and remain until earthquake stops ♦ Stay away from power poles, electrical lines, tall buildings, bridges, brick or block walls, underpasses and trees ♦ Listen to battery operated radio for instructions ♦ Confine and secure all pets ♦ Aftershocks may occur; be prepared