Proposed Group Housing Colony, Village –Khanpur, Sec- 17, , Tehsil , , M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

INTRODUCTION

M/s Goldsouk Infrastructure Pvt. Ltd. is a Limited firm and mainly involved in promoting the real estate developers, promoters, infrastructure developers & financers. The company is having its registered office at Mumbai, Maharastra and Corporate office in . The management of the company has decided to develop a group housing colony in Gurgaon. The company has already acquired the land measuring 15.88125 acres at Village- Khanpur, Sector -17 Sohna, Tehsil Nuh, District –Mewat, Gurgaon (Haryana) to develop and construct a group housing colony at the proposed site. The license has already been taken from which is valid up to 11/06/2019 vide Directorate Town and Country Planning, Haryana License No. 29 of 2014 dated 16/06/2014. The site is ideal as it is adjacent to Gurgaon which in turn is very near to Delhi.

SITE LOCATION AND SURROUNDINGS

The proposed project site is located at Village- Khanpur, Sector -17, Urban Estate Sohna, Tehsil Nuh, District – Mewat, Haryana. The Co-ordinate of the project site is 28°12’8” N and 77°4'25"E.

Project Site

Figure-1: 500 m radius google map showing the project site

Prepared By: Vardan Environet, Gurgaon 40 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

The nearest highway is NH-71B which is approx. 9 Km away in North-west direction from project site. Also SH13 is just adjacent to the project area. The nearest railway station is Asaoti Railway Station at a distance of approx. 25 Km. in East direction from the proposed project site. The nearest airport is Indira Gandhi International Airport at a distance of approx. 41 km in NE direction from the project site.

PROJECT LAYOUT AND ENVIRONMENTAL CONTEXT

The total area of the proposed project for group housing colony is estimated 64269.037 m2 (15.88125 Acres). The detailed Area Statement is provided below in Table 1.

SALIENT FEATURES OF PROJECT: Salient features of the project are as follows:-

Table 1: Area Statement

S. No. Particulars Area ( m2) Group Housing Colony 1. Project Name M/s Goldsouk Infrastructure Pvt. Ltd. Residential Apartments, EWS Apartments, Servant Units, 2. Activity in the complex Community Building, Convenient Shopping, Nursery & Primary Schools 3. Total Plot Area 64269.037 m2 (15.88125 Acres) 4. Net Plot Area 63789.485 m2 (15.76275 acres) 5. Permissible Ground Coverage @ 35% 22326.320 m2 Proposed Ground Coverage @ 13.07% 8337.592 m2 2 6. Permissible FAR @ 175% 1,11,631.598 m Proposed FAR @ 174.23 1,11,143.303 m2 Non-FAR (Basement Area + other Non- 7. 56,111.673 m2 FAR area)

8. Built up Area 1,67,254.976 m2

9. Maximum (Terrace floor) Height 77.4 meters 10. Maximum No. of Floor 24 (G+ 23) Required Parking 1780 ECS 11. Proposed Parking 1780 ECS

Prepared By: Vardan Environet, Gurgaon 41 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Power Requirement: 6,250 kW 12. Power Requirement & Sources Source: Haryana Vidyut Nigam Limited (HVNL) 13. No. of DG sets 8 DG sets of total capacity 6500 KVA (5x1000+3x500)

Total Water Requirement: 1099 KLD Fresh Water Requirement: 645 KLD 14. Water requirement & Sources Treated/Recycled Water Requirement: 454 KLD Source: HUDA STP capacity : 1048 KLD Sewage discharge: 786 KLD of water will be obtained after the recycling of wastewater out of which 358 KLD 15. Sewage Treatment & Disposal shall be utilized for the purpose of flushing, 96 KLD use in green area, and 332 KLD shall be supplied to water tanker for construction purpose. 16. Estimated Population 8335 +10% visitors i.e. total 9169 persons 17. Proposed green area @ 30.23% 19288.047 m2

18. Cost of the project 99 Crores *FAR = Floor Area Ratio

POPULATION DENSITY

The Total population of the project will be 9,169 persons. The detailed population breakup is given below in the following Table 2.

Table-2: Population Break up

S. Total Population (nos.) Unit Type Dwelling Unit/Area Basis No. 1. MDU 1130 5 PPU 5650 2. EWS 200 5 PPU 1000 3. Service Aptts. 114 2 PPU 228 4. Comm. building 450 1 person / 3 m2 area 150

Prepared By: Vardan Environet, Gurgaon 42 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

5. Con. shopping 318.161 1 person / 3 m2 area 106 6. Nursery school 799.5 1 person / 4 m2 area 200 7. Primary school 4005.45 1 person / 4 m2 area 1001 8. Visitors - 10% of total 834 9. Grand total - - 9,169

PROJECT COST The total estimated cost of the project is Rs. 99 Crores

WATER REQUIREMENT The water demand will be fulfilled through HUDA water supply. Total water requirement for the project will be approximately 1099 KLD out of which 645 KLD is fresh water requirement and 454 KLD is recycled/treated water. The daily water requirement calculation is given below in Table 3. Table-3: Calculations for Daily Water Demand S. No. Particulars Occupancy Rate of water demand (LPD) Water Requirement (LPD)

Domestic Flushing Total

1. Residential Apartment 5650 135 508500 254250 762750 2. EWS Apartment 1000 135 90000 45000 135000 3. Servant Units 228 135 20520 10260 30780 4. Community Building 150 15 900 1350 2250 5. Convenient Shopping 106 45 1591 3182 4772 6. Nursery School 200 45 2998 5996 8994 7. Primary School 1001 45 15020 30041 45061 8. Visitors 834 15 5001 7502 12503

Prepared By: Vardan Environet, Gurgaon 43 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

9. Horticulture (m2) 19288.04 5 l / m2 7 96440 10. Total (KLD) - - 645 358 1099

Table-4: Wastewater Generation Calculation

Details Water (KLD) Water requirement for domestic purpose 645 Wastewater generated from domestic use (@ 80% of domestic 515 water requirement) Water requirement for Flushing Purpose 358 Wastewater generated from Flushing (@ 100% of flushing 358 requirement) Total Wastewater generated 873 Recycled water available for use @ 90% of wastewater 786 generated 1. Horticulture : 96 KLD 2. Flushing : 358 KLD Use of Recycled Water Total : 454 KLD Rest of recycled water i.e. 332 KLD will be provided to water tanker suppliers.

Prepared By: Vardan Environet, Gurgaon 44 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Total Water Requirement (1099 KLD)

Fresh Water Requirement Recycled/Treated Water (645 KLD) (454 KLD)

Flushing Horticulture (358 KLD) (96 KLD)

@ 80% @ 100%

Wastewater Wastewater Wastewater generated generated generated (358 KLD) (NIL) (515 KLD)

Total wastewater generated (873 KLD)

STP capacity 120% of wastewater generated

STP (1048 KLD)

@ 90%

Water Tanker Recycled/Treated water (332 KLD) (454 KLD)

Figure-2: Water Balance Diagram

Prepared By: Vardan Environet, Gurgaon 45 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Wastewater Generation & Treatment:

The wastewater will be treated through proposed Sewage Treatment Plant having the capacity of 1048 KLD of MBBR technology within the project premises. Approximately 786 KLD of water will be obtained from proposed Sewage Treatment Plant which will be used for flushing, horticulture, and rest of treated water will be given to water tanker suppliers for construction site.

SEWAGE TREATMENT TECHNOLOGY

Moving Bed Bioreactor Technology: Sewerage System An external sewage network shall collect the sewage from all units, and flow by gravity to the proposed sewage treatment plant. Following are the benefits of providing the Sewage Treatment Plant in the present circumstances:  Reduced net daily water requirements, source for Horticultural purposes by utilization of the treated waste water.  Reduced dependence on the public utilities for water supply and sewerage systems.  Sludge generated from the Sewage Treatment Plant shall be rich in organic content and an excellent fertilizer for horticultural purposes.

a. Wastewater Details

(a) Daily load : 873 KLD (b) Duration of flow to STP : 24 hours (c) Temperature : Maximum 32oC (d) pH : 7 to 9.5 (e) Colour : Mild (f) T.S.S. (mg/l) : 150-400 mg/l

(g) BOD5 (mg/l) : 200-600 mg/l (h) COD (mg/l) : 600-800 mg/l

b. Final discharge characteristics (a) pH : 7.5 to 8.5 (b) Oil & Grease : <10 mg/l (c) B.O.D. : <10 mg/l (d) C.O.D. : <60 mg/l (e) Total Suspended Solids : <50 mg/l Prepared By: Vardan Environet, Gurgaon 46 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

c. Treatment Technology The sewage will be first passed through a Bar Screen Chamber where any extraneous matter would get trapped. The influent would overflow by gravity to the Oil & Grease Chamber which is provided for safety so that the oil may not inhibit the biological growth in the MBBR reactors.

The sewage would then be collected in an Equalization Tank where the variations in flow and characteristics are dampened, which otherwise can lead to operational problems and moreover it allows a constant flow rate downstream. Here the sewage is kept in mixed condition by means of coarse air bubble diffusion.

The Bio Reactor is based on the Fluidized Random Aerobic Reactor which combines the advantage of an Activated Sludge Plant with the Random distribution systems such as Biofilter with capacities that could be as low as 1/10th of ASP and fractional power consumption, such a reactor is ideal for the efficient removal of BOD and organics from the wastewater.

The tanks are packed with RIGID PP-UV-sterilized Gas Fluted Media with liquid random distribution wherein air diffusers are placed to uniformly release air across the tanks.

Working Principle:

The MBBR works on the same principle as the submerged fixed film process with only one exception – the media is not fixed and floats around in the aeration tank. The main advantage of this system over the submerged fixed film process is that it prevents choking of the media. This also avoids sludge recirculation. Compared to conventional technologies the MBBR is compact, energy efficient and user friendly. It also allows flexibility in design of the reactor tank.

Prepared By: Vardan Environet, Gurgaon 47 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Figure-3: Schematic design of STP of MBBR technology Sewage Quality:

The Sewage discharged from the Bio reactor system will contain sloughed biological solids, but would be relatively free of soluble organic chemicals. The quantity of biological solids in the sewage will depend substantially on the quantity of suspended solids and the concentration of soluble BOD entering system. It is therefore necessary to provide means of separating the biological mass from the sewage. Package unit contains tube settlers for sedimentation and 60 Gross fluted Rigid PVC fill media for the FAB units to treat the wastewater for discharge into the receiving waters and/or the sanitary sewers as per the local regulations. The media thickness changes with the design parameters/depth of the unit and can vary from 0.25 to 0.40 mm thickness.

1. Tube Settler: Here we are providing the Tube Settler along with the PVC media which will enhance the contact period and thereby the improved performance. The Tube settler will have a determined lope in the bottom to collect the suspended solids from the waste water. The sludge will be suited to the Sludge Drying Beds.

2. Pressure Sand Filter: Here the treated water coming from the TSS will be treated for the suspended impurity removal.

Prepared By: Vardan Environet, Gurgaon 48 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

3. Activated Carbon Filter: Here the water coming from the ACF will be treated for colour removal, suspended impurity removal and the treated water shall be sent to the sewer.

4. Filter Press: A filter comprises a set of vertical, juxtaposed recessed plates, presses against each other by hydraulic jacks at one end of the set. The pressure applied to the joint face of each filtering plate must withstand the chamber internal pressure developed by the sludge pumping system. This vertical plate layout forms watertight filtration chambers allowing easy mechanization for the discharge of cakes. Filter clothes finely or tightly meshed are applied to the two grooved surfaces in this plat.

Primary Treatment: This is the first step of inlet waste mainly consist of removal of coarse particles, oil and grace and mixing co-agents in the water for removal of suspended solids through sedimentations. After this treatment scheme, the BOD, TSS, COD, and O&G level comes down to 20% of initial levels.

Secondary Treatment: This is second step of waste water treatment. It mainly consist aerobic process of the Primary treated water, bacterial growth, EM dosing addition of oxygen and chemical which help in bacterial growth and lastly settlement of the biological waste as sludge. Normally it is found that the reduction level in TSS, BOD, O & G and COD after an efficient secondary treatment will be as under-

Tertiary Treatment: This is the final stage of treatment where the Sewage after secondary treatment first is mixed with Sodium Hypo Chloride and then Sewage will be passed through (PSF) dual media filter and (ACF) activated carbon filter where sand, anthracite and activated carbon will be used as filtration media. Once the above limits achieved thereafter the final outlet water will also confirms the Bio Assay test of 90% of fish survive.

RAIN WATER HARVESTING

The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. Storm water drainage plan of the project is enclosed. 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 camber, the rainfall run off from roads shall flow towards

Prepared By: Vardan Environet, Gurgaon 49 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

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 18 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 rain water pipes. 2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for rain water harvesting and ground water recharging. 3) For basement parking, the rainwater from ramps will be collected in the basement storm water storage tank. This water will be pumped out to the nearest external storm water drain. 4) Peak Hourly rainfall of 45mm/hr shall be considered for designing the storm water drainage system. Rain water harvesting has been catered to and designed as per the guideline of CGWA. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge bore. Design specifications of the rain water harvesting plan are as follows:  Catchments/roofs 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 10-20 minutes of rainfall is flushed off.  No sewage or wastewater would be admitted into the system.  No wastewater from areas likely to have oil, grease, or other pollutants has been connected to the system. Table-5: Rainwater Harvesting Calculation

Catchment Area in Runoff Rainfall Intensity in Discharge S. No. Particulars m2 (A) Coefficient (C) mm (I) (m3/hr)

1. Rooftop area 8337.592 0.85 45 318.912894 2. Green area 19288.047 0.20 45 173.592423 3. Paved area 36163.85 0.65 45 1057.792613 Total Runoff 1550

Taking 15 minutes retention time, total volume of storm water = 1550 × 0.25 = 387 m3

Prepared By: Vardan Environet, Gurgaon 50 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Taking the effective diameter and depth of a Recharge pit 3.0 m and 3.0 m respectively, Volume of a single Recharge pit (πr2h) = 3.14 × 1.5 × 1.5 × 3.4 = 24.02 m3 Hence No. of pits required = 387/24.02= 16 Pits

Total 16 no. of Rain Water Harvesting pits are being proposed for artificial rain water recharge within the project premises.

NO. OF PITS: 16

Figure-4: Typical Rain Water Harvesting Pit Design

VEHICLE PARKING FACILITIES

Adequate provision will be made for car/vehicle parking at the proposed project site. There shall also be adequate parking provisions for visitors so as not to disturb the traffic and allow smooth movement at the site.

Required Parking: Required parking for main unit @ 1.5 ECS/DU = 1130 × 1.5 =1695 ECS Required parking for EWS @ 5% of total required parking = 1695 × 5% = 85 ECS Total required parking = 1695 + 85 = 1780 ECS

Proposed Parking:

Prepared By: Vardan Environet, Gurgaon 51 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Basement parking = 1272 ECS Stilt Parking = 50 ECS Surface Parking = 458 ECS

Hence, adequate space for 1780 ECS will be provided within the project premises.

POWER REQUIREMENT

The power supply shall be supplied by Haryana Vidyut Nigam Limited (HVNL). The connected load for the group housing colony will be approx. 6250 KW (7813 KVA).

Details of D.G Sets: There is provision of 8 no. of DG sets having total capacity of 6500 KVA (5×1000 KVA + 3×500 KVA). The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion.

SOLID WASTE GENERATION

Solid waste would be generated both during the construction as well as during the operation phase. The solid waste expected to be generated during the construction phase will comprise of excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to be followed for the management of solid waste:  Construction yards are proposed for storage of construction materials.  The excavated material such as topsoil and stones will be stacked for reuse during later stages of construction  Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping of the proposed Group housing colony project.  Remaining soil shall be utilized for refilling / road work / rising of site level at locations/ selling to outside agency for construction of roads etc.

Prepared By: Vardan Environet, Gurgaon 52 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Solid Waste

Construction Waste Food Waste

As per MSW Construction Empty cement Rules, 2000 Excavated Soil waste, Bags, Containers and amended Broken Bricks, etc. Rules, 2008 Waste Plaster

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

Figure-5: Solid Waste Management Scheme during Construction Phase

Table-6: Calculation of Solid Waste Generation

Waste Generation Rate Waste Generated S. No. Category of Solid Waste Total Population (kg/cap/day) (kg/day)

1. Residential Refuse 0.45 5650 2542.5

2. EWS Refuse 0.45 1000 450

3. Servant Aptts. Refuse 0.45 228 102.6 Refuse from community bldg 4. 256 & convenient shopping 0.15 38.4 Refuse from Primary schools 5. 1201 and Nursery schools 0.15 180.15

6. Visitors Refuse 0.15 834 125.1

Total 3438.75 kg/day (Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment

Prepared By: Vardan Environet, Gurgaon 53 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Engineering Organization, Ministry of Urban Development, (Government of , May 2000))

Solid Waste (3439 kg/day)

Biodegradable Waste Non-Biodegradable Waste (2407 kg/day) (1032 kg/day)

Non-Recyclable Waste Green Bins Recyclable Waste (722kg/day) (310 kg/day)

Blue Bins Dark Gray Bins Vermicomposting

Final disposal through a Final disposal through a Govt. approved agency to Govt. approved agency Manure recycling industry

Figure-6: Solid Waste Management Scheme during Operation Phase

During the operation phase, waste will generate from service apartment, retail area, food court area and multiplex area. The solid waste generated from the project shall be mainly domestic waste and estimated 3439 kg/day approximately.

Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008.

1 Collection and Segregation of waste 1. A door to door collection system will be provided for collection of domestic waste in colored bins from household units. 2. Separate colored bins will be provided for dry recyclables and bio-degradable waste. 3. For institutional waste collection, adequate number of colored bins (Green and Blue bins for bio- degradable and non bio-degradable respectively) are proposed to be provided. 4. Litter bin will also be provided in open areas like parks etc.

Prepared By: Vardan Environet, Gurgaon 54 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

2 Treatment of waste Bio-Degradable wastes 1. Bio-degradable waste will be vermin composted and the compost used as manure. 2. STP sludge is proposed to be used for horticultural as manure. 3. Horticultural Waste is proposed to be composted and will be used for gardening purposes. 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 etc. will be sold off to recyclables. 3. Hazardous wastes such as waste oil will be sold off to authorized recyclers. Buy back arrangement will be made for batteries. 3 Disposal The Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008. The inert non-recyclable wastes will be disposed through government approved agency for land filling. A solid waste management scheme is depicted in the following figure for the group housing colony project.

GREEN AREA

Total green area measures 19288.047 m2 i.e. 30.23 % of the net plot area which will be area under tree plantation, landscaping, along the roads and within the complex. Evergreen tall and ornamental trees and ornamental shrubs have been proposed to be planted inside the premises. Parks will also be developed by the management. Table-7: Green Area Calculation

S. No. Description Area (m2)

1. Total Green area proposed @ 30.23 % 19288.047

a. Peripheral Plantation Area @ 10% 6378.949

b. Avenue Plantation Area (spread 3> m) @ 10% 6378.949

c. Water Body Area @ 5% 3189.474 d. Shrubs Plantation Area @ 5.23% 3340.676

Plantation and landscaping

Prepared By: Vardan Environet, Gurgaon 55 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Selection of the plant species would be done on the basis of their adaptability to the existing geographical conditions and the vegetation composition of the forest type of the region earlier found or currently observed. Green Belt Development Plan The plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m size with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for the proper nutritional balance and nourishment of the sapling. It is also recommended that the plantation has to be taken up randomly and the landscaping aspects could be taken into consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are for the green belt. In addition creepers will be planted along the boundary wall to enhance its insulation capacity.

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.

S. No. NAME OF SPECIES (SHRUBS)

Botanical Name Common Name

1 Artocarppus heterophyllus Kathal

2 Balanites roxburghii Desert - Date

3 Bambusa arundinacia Thorny Bamboo

4 Bambusa vulgaris Golden Bamboo

5 Alstonia scholans Apocynaceae

6 Acacia catechu Khair

7 Bauhinia acuninata Kanchan

8 Callistemon citrinus Bottle brush

9 Citrus aurantium Nebu

10 Duranta repens Duranta

S. No. NAME OF SPECIES (TREES)

Prepared By: Vardan Environet, Gurgaon 56 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Botanical Name Common Name

1 Bauhinia Semla Semla

2 Albizia chinensis Siran

3 Albizia lebbeck The Siris tree

4 Cassia pumila Yellow Cassia

5 Anthocephalus chinensis Kadamba

6 Azadirachta indica Neem Tree

7 Delbergia latifolio Black wood

8 Delonix regia Gulmohar

9 Ficus benghalensis Banyan Tree

10 Ficus elastiaca Indian Rubber Tree

11 Ficus religosa Peepal Tree

12 Grevillea robusta Silky Oak

13 Jacaranda mimosaeolia Nil - Gulmohar

14 Mangifera indica Mango Tree

S. No. NAME OF MOSQUITO REPELLENT PLANTS & HERBS

Botanical Name Common Name

1. Cymbopogon sp. Lemongrass

2. Ocimum basicilicum Basil

3. Lavandula sp. Lavender

4. (mentha X peperminta) Peppermint

Prepared By: Vardan Environet, Gurgaon 57 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

5. Thymus sp. Thyme

6. Allium cepa Onion

7. Calendula sp. Marigold

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

Prepared By: Vardan Environet, Gurgaon 58 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

MATERIALS USED FOR CONSTRUCTION WITH THEIR U & R VALUES

‘R’ Values ‘U’ Values S. Solar Heat Building Material Proposed with U & R Values (in Sq m. Deg (in Watts/ Sq No Gain Factor C/ Watts ) m. Deg C)

WALL 1. Brick wall (230 mm thick), both side thick sand 3.52 0.28 0.30 cement plaster (12-18mm) with insulation

ROOF 2. 200 mm RCC slab with mud phuska & clay tiles 1.22 0.81 0.45 with 75 mm insulation Source: Energy Conservation Building Code; 2007

LIST OF MACHINERY USED DURING CONSTRUCTION (i) Dumper (ii) Concrete mixer with hopper (iii) Excavator (iv) Concrete Batching Plant (v) Cranes (vi) Road roller (vii) Bulldozer (viii) RMC Plant (ix) Tower Cranes (x) Labor Lifts (xi) Pile Boring Machines (xii) Concrete pressure pumps (xiii) Mobile transit mixer

ENERGY CONSERVATION

Energy conservation program will be implemented through measures taken both on energy demand and supply.

Prepared By: Vardan Environet, Gurgaon 59 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Supply Energy Conservation Demand

 Utilize energy-efficient diesel genetators  Reduce consumption  Exploring the possibilities of introducing  Use energy efficient appliances renewable energy  Create Guest Awareness

Energy conservation will be one of the main focuses during the complex planning and operation stages. The conservation efforts would consist of the following:  Architectural design  Maximum utilization of solar light will be done.  Maximize the use of natural lighting through design.  The orientation of the buildings will be done in such a way that maximum daylight is available.  The green areas will be spaced, so that a significant reduction in the temperature can take place.

 Energy Saving Practices  Energy efficient lamps will be provided within the complex.  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.

 Behavioral Change on Consumption  Promoting resident awareness on energy conservation  Training staff on methods of energy conservation and to be vigilant to such opportunities.  ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

For the effective and consistent functioning of the complex, an Environmental Management system (EMS) would be established at the site. The EMS would include the following:  An Environmental management cell  Environmental Monitoring.  Personnel Training.

Prepared By: Vardan Environet, Gurgaon 60 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

 RegularEnvironmental audits and Correction measures.

 Documentation – standards operation procedures Environmental Management Plan and other records.

ENVIRONMENTAL MANAGEMENT CELL

Apart from having an Environmental Management Plan, it is also to have a permanent organizational set up charged with the task of ensuring its effective implementation of mitigation measures and to conduct environmental monitoring.

Hierarchical Structure of Environmental Management Cell: Normal activities of the EMP cell would be supervised by a dedicated person who will report to the site manager/coordinator of the group housing colony. The hierarchical structure of suggested Environmental Management Cell is given in following Figure-7.

Corporate Rep from Environmental Site Manager Corporate Division Planning group

Site Environmental Coordinator

Waste water Greenbelt Treatment Plant Development Operator Incharge

Figure-7: Environment Management Cell Structure

Prepared By: Vardan Environet, Gurgaon 61 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

ENVIRONMENTAL MONITORING

The purpose of environmental monitoring is to evaluate the effectiveness of implementation of Environmental Management Plan (EMP) by periodic monitoring. The important environmental parameters within the impact area are selected so that any adverse affects are detected and time action can be taken. The project proponent will monitor ambient air Quality, Ground Water Quality and Quantity, and Soil Quality in accordance with an approved monitoring schedule.

Table- 8: Suggested Monitoring Program for proposed Group Housing Colony project

Monitoring Frequency of Monitoring

Air & Stack: • Ambient Air Quality at appropriate location for PM • Six monthly 10,

PM , SO NOx, HC 2.5 2, • Six monthly • Stack emission for point sources PM, SO , NOx, HC & 2 CO

Water & Wastewater: • Water Quality Monitoring for relevant parameters of • Six Monthly IS – 10500 • • Waste Water Quality (Treated & Untreated) for pH , • Daily till stabilization TSS, Oil & Grease, of STP • Waste water quality pH, TSS, oil & Grease. BOD, COD, • Weekly till one MLSS, TKN & Phosphate. month then annually

Noise: - Day & Night level Noise Monitoring • Six Monthly

Soil: • Soil Monitoring, Qualitative and quantitative • Six Monthly testing/analysis to check the soil fertility, porosity, texture, water holding opacity etc.

Awareness and Training: Training and human resource development is an important link to achieve sustainable operation of the facility and environment management. For successful functioning of the project, relevant EMP would be communicated to:

Prepared By: Vardan Environet, Gurgaon 62 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

Residents and Contractors: Residents must be made aware of the importance of waste segregation and disposal, water and energy conservation. The awareness can be provided by periodic Integrated Society meetings. They would be informed of their duties. Environmental Audits and Corrective Action Plans: To assess whether the implemented EMP is adequate, periodic environmental audits will be conducted by the project proponent’s Environmental division. These audits will be followed by Correction Action Plan (CAP) to correct various issues identified during the audits.

ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan (EMP) would consist of all mitigation measures for each component of the environment due to the activities increased during the construction and operational phase of the project and these are discussed in later subsections. The EMP is generally  Prepared in accordance with the rules and requirements of the MoEF and CPCB/ SPCB  To ensure that the component of facilities are operated in accordance with the design  A process that confirms proper operation through supervision and monitoring  A system that addresses public complaints during construction and operation of the facilities and  A plan that ensures remedial measures is implemented immediately. The key benefits of the EMP are that it offers means of managing its environmental performance thereby allowing it to contribute to improved environmental quality. The other benefit includes cost control and improved relations with the stakeholders. EMP includes four major elements:  Commitment & Policy: The management will strive to provide and implement the Environmental Management Plan that incorporates all issues related to air, water, land and noise.  Planning: This includes identification of environmental impacts, legal requirements and setting environmental objectives.  Implementation: This comprises of resources available to the developers, accountability of contractors, training of operational staff associated with environmental control facilities and documentation of measures to be taken.  Measurement & Evaluation: This includes monitoring, counteractive actions and record keeping. It is suggested that as part of the EMP, a monitoring committee would be formed by M/s Goldsouk Infrastructure Pvt. Ltd. Ltd. comprising of the site in-charge/coordinator, environmental group representative and project implementation team representative. The committee’s role would be to ensure proper operation and management of the EMP including the regulatory compliance. EMP FOR AIR ENVIRONMENT DURING CONSTRUCTION PHASE: Prepared By: Vardan Environet, Gurgaon 63 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

To mitigate the impacts of PM10 & PM2.5 during the construction phase of the project, the following measures are recommended for implementation:  A dust control plan  Procedural changes to construction activities Dust Control Plan The most cost-effective dust suppressant is water because water is easily available on construction site. Water can be applied using water trucks, handled sprayers and automatic sprinkler systems. Furthermore, incoming loads could be covered to avoid loss of material in transport, especially if material is transported off-site.

Procedural Changes to Construction Activities Idle time reduction: Construction equipment is commonly left idle while the operators are on break or waiting for the completion of another task. Emission from idle equipment tends to be high, since catalytic converters cools down, thus reducing the efficiency of hydrocarbon and carbon monoxide oxidation. Existing idle control technologies comprises of power saving mode, which automatically off the engine at preset time and reduces emissions, without intervention from the operators. Improved Maintenance: 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. Incentive provisions 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, will reduce emissions from traffic delay.

EMP FOR AIR ENVIRONMENT DURING OPERATION PHASE: To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational phase of the Colony, following measures are recommended for implementation:  DG set emission control measures  Vehicular emission controls and alternatives  Greenbelt development

Diesel Generator Set Emission Control Measures Adequate stack height will be maintained to disperse the air pollutants generated from the operation of DG set to dilute the pollutants concentration within the immediate vicinity. Hence, no additional emission control measures have been suggested.

Vehicle Emission Controls and Alternatives Prepared By: Vardan Environet, Gurgaon 64 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

During construction, vehicles will be properly maintained to reduce emission. As it is a group housing project, vehicles will be generally having “PUC” certificate. Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided at the site to encourage non-polluting methods of transportation.

Greenbelt Development Increased vegetation in the form of greenbelt is one of the preferred methods to mitigate air and noise pollution. Plants serve as a sink for pollutants, act as a barrier to break the wind speed as well as allow the dust and other particulates to settle on the leaves. It also helps to reduce the noise level at large extent. Table given in green area indicates various species of the greenbelt that can be used to act as a barrier.

EMP FOR NOISE ENVIRONMENT DURING CONSTRUCTION PHASE: To mitigate the impacts of noise from construction equipment during the construction phase on the site, the following measures are recommended for implementation. Time of Operation: Noisy construction equipment would not be allowed to use. Job Rotation and Hearing Protection: Workers employed in high noise areas will be employed on shift basis. Hearing protection such as earplugs/muffs will be provided to those working very close to the noise generating machinery.

EMP FOR NOISE ENVIRONMENT DURING OPERATION PHASE: To mitigate the impacts of noise from diesel generator set during operational phase, the following measures are recommended:  Adoption of Noise emission control technologies  Greenbelt development BLUE BINS

Noise Emission Control Technologies It would be ensured that the manufacturer provides acoustic enclosure as an integral part along with the diesel generators set. Further, enclosure of the services area with 4 m high wall will reduce noise levels and ensure that noise is at a permissible limit for resident of the site and surrounding receptors.

EMP FOR ECOLOGICAL ENVIRONMENT DURING CONSTRUCTION PHASE: Construction activity changes the natural environment. But group housing colony also creates a built BLUE BINS environment for its inhabitants. The project requires the implementation of following choices exclusively or in combination.

Prepared By: Vardan Environet, Gurgaon 65 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

 Restriction of construction activities to defined project areas, which are ecologically sensitive  Restrictions on location of temporary labor tents 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 if present in and around the project site for cooking, burning or heating purposes by the labors will be prohibited and suitable alternatives for this purpose will be made  Along with the construction work, the peripheral green belt would be developed with suggested native plant species, as they will grow to a full-fledged covered at the time of completion.

EMP FOR ECOLOGICAL ENVIRONMENT DURING OPERATION PHASE: Improvement of the current ecology of the project site will entail the following measures:  Plantation and Landscaping  Green Belt Development  Park and Avenue Plantation

The section below summarizes the techniques to be applied to achieve the above objectives: Plantation and landscaping Selection of the plant species would be done on the basis of their adaptability to the existing geographical conditions and the vegetation composition of the forest type of the region earlier found or currently observed.

Green Belt Development Plan The plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m size with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for the proper nutritional balance and nourishment of the sapling. It is also recommended that the plantation has to be taken up randomly and the landscaping aspects could be taken into consideration. Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are for the green belt. In addition creepers will be planted along the boundary wall to enhance its insulation capacity.

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 plants would exhibit the following desirable characteristics in order to be selected for plantation 1. The species should be fast growing and providing optimum penetrability 2. The species should be wind-firm and deep rooted 3. The species should form a dense canopy 4. As far as possible, the species should be indigenous and locally available

5. Species tolerance to air pollutants like SO2 and NOx should be preferred Prepared By: Vardan Environet, Gurgaon 66 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

6. The species should be permeable to help create air turbulence and mixing within the belt 7. There should be no large gaps for the air to spill through 8. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces 9. Ability to withstand conditions like inundation and drought 10. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter) 11. Attractive appearance with good flowering and fruit bearing 12. Bird and insect attracting tree species 13. Sustainable green cover with minimal maintenance.

Parks and Avenue Plantation  Parks and gardens maintained for recreational and ornamental purposes will not only improve the quality of existing ecology at the project site but also will improve the aesthetic value.  Avenue Plantation 1. Trees with colonial canopy with attractive flowering 2. Trees with branching at 7 feet and above 3. Trees with medium spreading branches to avoid obstruction to the traffic 4. Fruit trees to be avoided because children may obstruct traffic and general movement of public

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 group housing colony project focuses on the following components:  Income Generation Opportunity during Construction and Operation Phase The project would provide employment opportunity during construction and operation phase. There would also be a wide 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 will provide for preferential employment of local people  Conditions of employment would address issues like minimum wages and medical care for the workers. Contractors would be required to abide to employment priority towards locals and abide by the labor laws regarding standards on employee terms and conditions.  Improved Working Environment for Employees The project would provide safe and improved working conditions for the workers employed at the facility during construction and operation phase. With the ambience and facilities provided, the complex will provide a new experience in living and recreations. Following measures would be taken to

Prepared By: Vardan Environet, Gurgaon 67 Proposed Group Housing Colony, Village –Khanpur, Sec- 17, Sohna, Tehsil Nuh, District Mewat, Haryana M/s Goldsouk Infrastructure Pvt. Ltd. CONCEPTUAL PLAN

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  Provision of facilities for nature care and recreation e.g. indoor games facilities  Measures to reduce the incidence of work related injuries, fatalities and diseases  Maintenance and beautifications of the complex and the surrounding road

The components of the environmental management plan, potential impacts arising out of the project and remediation measures are summarized below in Table-9.

Prepared By: Vardan Environet, Gurgaon 68 M/s Goldsouk Infrastructure Pvt. Ltd. Village –Khanpur & Kawarsika, Sec- 17, Sohna, Tehsil Nuh, District Mewat , Haryana CONCEPTUAL PLAN

Table-9: Summary of Potential Impacts and Remedial Measures

S. Environmental Potential Impacts Potential Source of Impact Controls Through EMP & Impact Evaluation Remedial Measures No. components Design 1. Ground Water Ground Water Construction Phase  No surface accumulation No significant Quality Contamination  Waste water generated will be allowed. impact as majority from temporary labor of labors would be tents. locally deployed Operation Phase  Proponent will provide the No negative impact  Discharge from the STP to treat the discharge of on ground water project Group housing colony. quality envisaged. Not significant. 2. Ground Water Ground Water Construction Phase  Controlled use of water No significant Quantity Depletion  Use of ground water during construction impact on ground for construction water quantity activity. envisaged. Operation Phase  Rain water harvesting No significant In an unlikely event of non-  The source of water scheme. impact on availability of water supply, water during operation  Storm water collection for surface/ground will be brought using tankers. phase is HUDA water harvesting. water quantity Supply.  Percolation well to be envisaged. introduced in landscape plan.  Awareness Campaign to reduce the water consumption 3. Surface Water Surface water Construction Phase  Silt traps and other No off-site impact

Prepared By: Vardan Environet, Gurgaon 69 M/s Goldsouk Infrastructure Pvt. Ltd. Village –Khanpur & Kawarsika, Sec- 17, Sohna, Tehsil Nuh, District Mewat , Haryana CONCEPTUAL PLAN

Quality contamination  Surface runoff from measures such as additional on envisaged as no site during site diversion ditches will be surface water construction activity. constructed to control surface receiving body is run-off during site present in the core development zone. Operation Phase  Domestic water will be No off-site impact Excess of water will be used for  Discharge of domestic treated in STP envisaged irrigation purposes outside the wastewater to STP. project site after proper treatment. CPCB standards for usage of treated waste water for irrigation purposes will be followed. 4. Air Quality Dust Emissions Construction Phase  Suitable control measures Not significant During construction phase the  All heavy construction will be adopted for mitigating because dust contractors are advised to facilitate

activities the PM2.5 & PM10 level in the generation will be masks for the labors. Water air as per air pollution control temporary and will sprinklers will be used for plan. settle fast due to suppression of dust during dust suppression construction phase. techniques. Emissions of PM2.5 & Construction Phase  Rapid on-site construction Not significant. Regular monitoring of emissions and

PM10, SO2, NOx and  Operation of and improved maintenance of control measures will be taken to CO construction equipment reduce the emission levels. equipment and vehicles during site development.

Prepared By: Vardan Environet, Gurgaon 70 M/s Goldsouk Infrastructure Pvt. Ltd. Village –Khanpur & Kawarsika, Sec- 17, Sohna, Tehsil Nuh, District Mewat , Haryana CONCEPTUAL PLAN

 Running D.G. set (back up) Operation Phase  Use of low sulphur diesel if Not significant.  Use of Personal Protective  Power generation by available DG set would be Equipment (PPE) like DG Set during power  Providing footpath and used as power earmuffs and earplugs failure pedestrian ways within the back-up (approx 6 during construction site for the residents hours) activities.  Emission from  Green belt will be developed  Stack height of DG set vehicular traffic in use with specific species to help No significant above the tallest building as to reduce PM2.5 & PM10 increase in ambient per CPCB standards level air quality level is  Use of equipment fitted with expected from the silencers project’s activities.  Proper maintenance of There are no equipment sensitive receptors located within the vicinity of site. 5. Noise Environment Operation Phase  Green Belt Development No significant  Development of silence impact due to  Noise from zones to check the traffic suitable width of vehicular movement movement Greenbelt.  Provision of noise shields  Noise from DG set near the heavy construction operation operations and acoustic

Prepared By: Vardan Environet, Gurgaon 71 M/s Goldsouk Infrastructure Pvt. Ltd. Village –Khanpur & Kawarsika, Sec- 17, Sohna, Tehsil Nuh, District Mewat , Haryana CONCEPTUAL PLAN

enclosures for DG set.  Construction activity will be limited to day time hours only  DG set rooms will be equipped with acoustic enclosures

6. Land Environment Soil contamination Construction Phase Construction debris will be No significant collected and suitably used on impact.  Disposal of site as per the solid waste Impact will be construction debris management plan for local, as waste construction phase generated will be reused for filling of low lying areas etc. Operation Phase  It is that the solid waste Since solid waste generated will be managed as is handled by the  Generation of per MSW Rules, 2000 and authorized municipal solid amended Rules, 2008. agency, waste waste  Collection, dumping is not  Used oil generated segregation, transportation going to be from D.G. set and disposal will be done as allowed. Not per MSW Management Rules, significant. 2000 by the authorized agency Negligible impact.

Prepared By: Vardan Environet, Gurgaon 72 M/s Goldsouk Infrastructure Pvt. Ltd. Village –Khanpur & Kawarsika, Sec- 17, Sohna, Tehsil Nuh, District Mewat , Haryana CONCEPTUAL PLAN

 Used oil generated will be sold to authorized recyclers

7. Biological Displacement of Construction Phase  Important species of The site has Environment (Flora Flora and Fauna on  Site Development trees, if any, will be identified shrubs as and Fauna) site during construction and marked and will be vegetation merged with landscape plan

Operation Phase  Increase in green  Suitable green belts will be covered area developed as per Beneficial impact. landscaping plan in and around the site using local flora 8. Socio-Economic Population Construction Phase Group housing colony zone No negative Environment displacement and  Construction as per the development Plan. impact. loss of income activities leading to relocation Operation Phase  Project will provide  Site operation employment opportunities to Beneficial impact the local people in terms of labor during construction and service personnel (guards, securities, gardeners etc) during operations

Prepared By: Vardan Environet, Gurgaon 73 M/s Goldsouk Infrastructure Pvt. Ltd. Village –Khanpur & Kawarsika, Sec- 17, Sohna, Tehsil Nuh, District Mewat , Haryana CONCEPTUAL PLAN

 Providing quality- Integrated infrastructure. 9. Traffic Pattern Increase of vehicular Construction Phase  Heavy Vehicular movement No negative traffic will be restricted to daytime impact  Heavy Vehicular only and adequate parking movement during facility will be provided construction Operation Phase  Vehicular movement will No major be regulated inside the significant impact  Traffic due to project with adequate roads as green belt will residents once the and parking lots in the be developed project is colony. which will help in operational minimizing the impact on environment.

Prepared By: Vardan Environet, Gurgaon 74