Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. , MRTS Station, , District Center, Raja Garden, New Conceptual Project Address Plan

CONCEPTUAL PLAN

INTRODUCTION

The land has been allotted by Rail Corporation to Spirit Global Constructions Pvt. Ltd. vide Concession Agreement dated: 30.06.2010 for 30 years. The project site is located at Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, to develop the Multi Level Parking with Commercial Development.

Earlier the building plans were approved with Built up area less than 20,000 sq. m. hence the project was exempted from obtaining Environmental Clearance. Now, Spirit Global Constructions Pvt. Ltd. has obtained permission of utilizing additional available FAR from DMRC i.e. 1429.11; due to which the project is going under expansion in terms of floor. The plot area of the project is 6797.29 sqm while the built up area after expansion including FAR and Non-FAR is approx. 22,551.73 sqm.

The Multi Level Parking with Commercial Development will consist of commercial retail, restaurants and Multiplex and will be equipped with multi level car parking, rain water harvesting pits, organic Waste Converter and zero liquid discharge.

TYPE OF PROJECT

The project is a construction project and falls under schedule 8(a); Category B of Building and Construction project (As per EIA notification dated 14th September, 2006 and amended to the date) as the Built-Up Area of the project is >1,50,000 m2.

This project is independent and does not link with any other project/s which attracts directly or indirectly any provisions of schedule of EIA notification 2006 amended to date.

LOCATION & LINKAGES

The project site is connected through Ring Road at a distance of 200 meter and is located at an approx. distance of 2.8 km from NH-10. The coordinates for location of the project are shown in Table 1. Table 1: Latitude and Longitude of the Project Site Pillar No. Latitude Longitude 1 28°38'59.24"N 77° 07'21.38"E 2 28°38'58.97"N 77° 07'20.81"E 3 28°39'00.92"N 77° 07'19.73"E 4 28°38'59.78"N 77° 07'17.15"E Source: GPS Coordinates

The Google image of 500m radius topo-map is attached as Annexure I. Railway Station is approx. 2.30 km in SE direction from the project site. Indira Gandhi International Airport is around 10.40 km in SSW direction. The surrounding features of the project site are presented in Table 2. Table 2: Surrounding Features of the Project Site

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 1 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

S. No. Surrounding Features Aerial Distance & Direction from the Project Site

1. Nearest Highway -10 Adjacent 2. Kirti Nagar Railway Station Approx 2.30 km (SE) 3. IGI Airport Approx 10.40 km (SSW) 4. Veda Vyasa DAV Public School Approx 0.4Km; (NW) 5. Kukreja Hospital Approx 0.5Km; (SW) 6. Fire Station Approx 1.60 km (SE) 7. Rajouri Garden Metro Station Adjacent Satellite Imagery of Project Area, Google earth Inc., USA

SITE SELECTION & ALTERNATIVES

The land has been allotted by Delhi Metro Rail Corporation to Spirit Global Construction Pvt. Ltd. vide dated 30.06.2010 for 30 years for the development of Multi level Parking with Commercial development. Copy of Agreement is attached as Annexure I.

PROJECT MAGNITUDE

The plot area of the project is 6,797.29 sqm while the existing built up area including FAR and Non- FAR is approx. 19,859.31 sq. m. However after achieving the additional FAR of 1,429.11 sq., the Built up area has been increased to 22,551.73 sq.m.

DESCRIPTION OF THE PROJECT

The total plot area of the project is 6,797.29 sq. while the total Built up Area after expansion will be 22,551.73 sq. m. The detailed area statement is shown in Table 3 while the floor wise details of the FAR, Non-FAR and Built up for existing and after expansion is shown in Table 4 & Table 5 respectively. TABLE 3 : AREA STATEMENT S. No. Total After Particular Existing Area Proposed Expansion 1 Plot Area 6,797.29 2 Permissible Ground Coverage 1,869.25 Permissible Ground Coverage 2 (a) 1,699.32 (25% of plot area) 10 % additional GC on providing 2 (b) 169.93 atrium 3 Achieved Ground coverage 1,868.32 Required Landscape area (20% of 4 1,359.46 the plot area) Landscape area provided (21.16 5 1,438.60 %) 6 Surface Parking Area 1,403 7 Paved Area 2,087.37 8 Total Permissible FAR 8226.40 8(A) Permissible FAR (@ 100%) 6797.29 8(b) Additional FAR 1429.11 9 Achieved FAR (@174.534%) 6,777.14 1,448.79 8,225.93 10 Non FAR 13,082.17 1,243.63 14,325.80 10 (a) Area of Basement 11,723.31 0.00 11,723.31

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 2 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

Basement 1 4,179.93 0.00 4,179.93 Basement 2 3,771.69 0.00 3,771.69 Basement 3 3,771.69 0.00 3,771.69 10 (b) Non FAR 1,358.86 1243.63 2602.49 11 Total Built UP area 19,859.31 2692.42 22,551.73 12 Maximum height of the Building 23.35 31.7 m

TABLE 4: FLOOR WISE DETAILS OF EXISTING FLOORS OF BUILDING Total FAR Non FAR Built Up Area S. No Towers (sq. m.) (sq. m.) (sq. m.) 1 Ground Floor 1516.99 480.01 1997 2 First Floor 1478.47 191.53 1670 3 Second Floor 1478.47 191.53 1670 4 Third Floor 1464 206 1670 5 Terrace 839.21 115.79 955 6 Top Terrace 0 25 25 7 Basement 1 0 4179.93 4179.93 8 Basement 2 0 3771.69 3771.69 9 Basement 3 0 3771.69 3771.69 Site Services (Guard Room, 10 0 149 149 Mumty, ATM) Total 6,777.140 13,082.17 19,859.31

TABLE 5: FLOOR WISE DETAILS AFTER EXPANSION S. No Towers Total FAR Non FAR Built Up Area

(sq. m.) (sq. m.) 1 Ground Floor 1516.99 599.43 2116.42 2 First Floor 1478.47 256.53 1735 3 Second Floor 1478.47 256.53 1735 4 Third Floor 1464 271 1735 5 Fourth Floor 849 771 1620 6 Fifth Floor 1439 194 1633 7 Terrace 0 105 105 8 Basement 1 0 4179.93 4179.93 9 Basement 2 0 3771.69 3771.69 10 Basement 3 0 3771.69 3771.69 Site Services (Guard Room, 11 149 149 Mumty, ATM) 0 Total 8,225.93 14,325.80 22,551.73

POPULATION

Construction Phase: During construction phase approximately 250 workers will be employed for construction purpose for whom there will be arrangements of labour hutments outside the project premises

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 3 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

Operation Phase: The total population of the proposed project will be 3,337; which includes the staff and visitor population. The detailed population breakup shown in the Table 6.

Table 6: Population Details FAR/ seating S. No. Particulars capacity Density Population 1 Floating Population in Considering average 3 216 seater 648 auditorium footfall 2 Floating Population in rest 1 person/ 6 sq. m. of the floors 2/3rd population 6786.93 2262 Considering average 3 footfall 3 Staff 427 Total 3,337

WATER CONSUMPTION

Construction Phase: It is estimated approx. 10 KLD of fresh water will be required for drinking purpose which will be supplied by Delhi Jal Board.

Operation Phase: It is estimated that after expansion the total water demand during the operation phase of the project will be 124 KLD. The fresh water requirement is estimated to be 62 KLD, whereas the treated water requirement will be approx. 62 KLD which includes water requirement for flushing, horticulture, and HVAC cooling. Detailed Water requirement is given in Table 7.

Table 7: Water Calculation Fresh Treated Total Water Wastewater S. Water Demand per Particular Basis Water Water Demand generation No. capita( liters) (KLD) (KLD) (KLD) (KLD) Visitors/ 1 Shoppers 2357 15 8.63 26.72 35.36 33.63 population 2 Restaurant 553 70 38.71 0.00 38.71 30.97 Staff 3 427 30 3.13 9.68 12.81 12.18 Population Landscape 4 1,438.60 5.5 ltrs/sqm/day 7.91 7.91 0.00 Area 10liter/ hour 5 HVAC 240 ton considering 10 hours 11.00 18.00 29.00

working 61.47 62.32 123.79 Total 76.78 ~77 ~62 ~62 ~124 Source:(i) Manual on norms and standards for environment clearance of large construction projects, Ministry of Environment and Forests, Government of (iii) National Building Code of India, 2005, The water balance diagram during the non-rainy is shown below in Figure 1:

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 4 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

Figure 1: Water Balance Diagram (Non-rainy Season) The water balance diagram during the rainy season is shown below in Figure 2:

Figure 2: Water Balance Diagram (Rainy Season)

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 5 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

Wastewater Treatment & Disposal

Construction Phase: The existing phase of the project is under operation and has installed Sewage Treatment Plant of 100 KLD Capacity. All the generated wastewater will be treated in this STP.

Operation Phase: During the operational phase; approximately 77 KLD of wastewater will be generated for which there is an arrangement of STP of Capacity 100 KLD on site. It is expected that approximately 62 KLD of treated water will be recovered from the STP. During non-rainy season; STP treated water will be reused in flushing (36 KLD), HVAC (18 KLD) and horticulture (8 KLD), leading to zero liquid discharge. During the rainy season, STP treated water will be reused in flushing (36 KLD) and HVAC cooling (26 KLD) leading to zero liquid discharge.

Sewage Treatment Plant:

MBBR Technology: 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. This shall consequently lead to a lower withdrawal from the underground aquifer water sources.  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. Desired treated waste water characteristics for BOD and suspended solids levels shall be as per CPCB norms. The characteristics of treated water shall depend on the quality of raw water of the system.

a. Daily Load : 77 KLD b. Duration of Flow to STP : 24 hours c. Temperature : Maximum 320C

Table -8: Influent Properties S.No. Parameter Quality of Inlet Wastewater 1 pH 6.5 – 8.5 2 BOD5 Upto 500 mg/L 3 COD Upto 750 mg/L 4 Suspended Solids Upto 250 mg/L 5 Oil & Grease Upto50 mg/L Source: Sperling, 2007

Table -9 : Desired Quality of Treated Water after Ultra Filtration

S.No. Parameter Quality of Outlet Wastewater 1 pH 6.0 – 8.5 2 BOD5 Less than 5 mg/L 3 COD Less than 20 mg/L 4 Suspended Solids Less than 50 mg/L 5 Oil & Grease below the detectable limit Source: Detailed MEP Report Treatment scheme includes the collection of sewage by gravity into collection –cum-equalization tank. The pre tank, Disinfection in Chlorine contact tank by using Chlorine Dosing System, Polishing by Multi-grade Sand Filter and Activated Carbon Filter or by Ultra Filtration, removal of water hardness through softener and disposal of sludge through tankers or other suitable means like Sludge Drying Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 6 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

Beds or Filter Press. Treatment of kitchen wastewater will be done by using grease interceptor for oil & grease segregation. Sewage lifting & transfer to aeration tank by submersible type pumps. The Biological Oxidation of waste water by Extended Aeration process using diffused aeration system and Secondary clarification in secondary settling (Refer Figure 3).

Figure 3: STP Process Flow Diagram

Source: Detailed MEP Report Collection of sewage: The sewage generated shall be collected by gravity in the collection cum equalization tank located below the ground. Kitchen wastewater shall be put into general waste after passing through the grease interceptor. Air piping shall be provided in this tank for the mixing of sewage & to avoid anoxic conditions & the sedimentation of suspended impurities.

Extended Aeration (Proposed Treatment Process): The aerobic environment in the aeration tank shall be achieved by the use of fine bubble diffused aeration, which also serves to maintain the liquor in a completely mixed regime. From Aeration tank sewage will flow to secondary settling tank where secondary clarification will takes place in Secondary Settling Tank (SST). The settled sludge from SST shall transfer to the sludge holding tank. The treated water from the secondary tube settlers shall be collected in to Chlorine contact tank. In this, Hypochlorite solution is dozed for the dis-infection of Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 7 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

clarified water. This tank will also act as storing tank for filter feed pumps. Treated water from CCT will pump to multi grade filter for removal of suspended solids and turbidity. This filter shall be provided with Sand & Anthracite as filtering media. After multi grade filter, the treated water will be passed through the Activated carbon filter for further polishing. After This tertiary treatment the treated water can be used for the Horticulture/ Flushing purposes.

Details of Dual Plumbing: - There will be a dual plumbing system for use of water for different applications thus saving on the high quality water. Installation of dual plumbing for using recycled water will save the potable water from authorized water agency. There will be two pipe lines, one supplying freshwater for drinking, cooking etc. And other for supply of recycled water for flushing, landscape irrigation, etc. this will result in saving of fresh water demand and life of existing sewerage will be improved.

PARKING CALCULATIONS

Adequate provision for car parking will be made at the project site. The parking required and the parking proposed is shown in Table 10 & Table 11.

A. Required Parking: Table 10: Parking Requirement As per MoEF&CC norms 1. As per MoEF&CC norms For Commercial 2 ECS/100 m2 of FAR 8225.93/50 = 164.518 165

B. Parking Proposed: Table 11: Parking Provided

S. No. Particular Area Density ECS 1 Surface Parking 1403 23 sq. m/ ECS 61 2 Basement Parking 654 2 (a) Parking at Basement 1 3493.49 16 sq. m/ ECS 218 2 (b) Parking at Basement 2 3456 16 sq. m/ ECS 216 2 © Parking at Basement 3 3520 16 sq. m/ ECS 220 Total 715

GREENBELT DEVELOPMENT

Operational Phase: An area of 1438.60 m2 (i.e. 21.16 % of the plot area) will be provided for the landscape development which includes ornamental trees and shrubs.

Greenbelt Development: The following plants species are suggested for plantation is as given in Table 12 & Table 13. Table 12: Trees for Greenbelt Development

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 8 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

S.No. Binomial Common Height Flowering Crown surface Leaf Stomatal Name Name (Meters) Season area (sqm) Area Index sqc) 1 Acacia Australian 16m June-Jan 8548.22 140.5 10.9 auriculiformis Wattle A.cunn 2 Acacia nilotica Indian Gum- 8m Aug-JAN. 8293.74 135.7 11.23 (Linn) Willd. Arabic-tree 3 Anona Custard apple 10m March -July 2178.21 53.86 26.19 squamosa extended Linn. upto sept. 4 Cassia pumila Yellow Cassia 10-12m 13,273.70 118.47 19.84 Lamk 5 Cassia siamea Iron wood 10-12m Aug - May 3927.36 138.32 21.2 Lamk tree 6 Citrus 5m Sept - Nov 494.9 20.23 35.81 aurantium Linn 7 Dalbergia Sissoo 10m March-April- 5848.5 190.84 18.72 sisooRoxb June 8 Derris indica Pongam-Oil 10m April - June 6278.1 79.6 25.2 (Lam.) Tree, Karanj Bennett. Source: Guidelines for Developing Greenbelts, CPCB, 2007 Table 13: Shrubs for Greenbelt Development S.No. Binomial Commo Height Flowering Season Crown surface Leaf Stomat Name n Name (Meters) area (sqm) Area al (sqc) Index Bougainvillea Bougain 1 spectabilisWilld villea 8m Through the year 939.25 33.15 32.53 Clerodendrum infortunatum Linn (auct), 2 Wight Bhant 3-4m Oct-Jan 854 47.9 19.07 Hamelia patens Scarlet 3 Jacq bush 3m Oct.- Jan 824.06 47.2 19.07 Lawsonia 4 inermis Linn Henna 5m April -July 71.85 77.8 17 Murraya 5 paniculata Linn 5m June - Oct. 1354.61 35.3 10.31 Pink Nerium indicum oleande Throughout the 6 Mill r 5m year 5747.63 32.62 15.7 Ricinus The 7 communis Linn castor 6m Sept - Oct 942.56 243.5 15.71 Tabernaemonat ana divaricata 8 Linn 3m Through the Year 128.67 47.81 30.2

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 9 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

S.No. Binomial Commo Height Flowering Season Crown surface Leaf Stomat Name n Name (Meters) area (sqm) Area al (sqc) Index Tecoma stans 9 Linn. 5m Feb -April 61.23 43.7 23.8 Thevetia Yellow peruviana oleande 10 (Pers.)Merrill. r 6m 21775.22 11.08 27.8 Source: Guidelines for Developing Greenbelts, CPCB, 2007 RAINWATER HARVESTING

The rainwater harvesting through recharge pit process is being used for the recharge of the water at the project site. The quantity of annual harvested rainfall from the project site at present is 3062.51 cum. Peak rainfall intensity of 50 mm has been considered for designing of rainwater harvesting pit. 2 recharge pits of 3 m diameter and 3.5 m effective depth has been proposed.

Mesh will be provided at the roof so that leaves or any other solid waste/debris will be prevented from entering the pit. Rainwater from roofs will be taken to collection/desilting chambers located on ground. These collection chambers are interconnected to the filter pit through pipes. The filter pit will be circular in shape and will be back-filled with graded material, boulder at the bottom, gravel in the middle and sand at the top. The final disposal of storm / rain water shall be in multiple recharge / rain harvesting pits to recharge the ground water. The water collected will be used for replenishing the ground water aquifers and creating surface storages for utilization in non-rainy season (Table 14).

Table 14: Annual Recharge Potential Average annual Quantity S. No. Description Coefficient Area (m2) rainfall (m) (cum/year) 1 Roof top 0.8 1,868.32 0.79 1180.78 2 Road & Paved Area 0.6 3,490.37 0.79 1654.44 3 Green Area 0.2 1,438.60 0.79 227.30 Annual Recharge Capacity 3062.51 Storm Water Drainage A detailed “Storm Water Management” has been proposed to develop. This will incorporate the following management practices which will include:

 Regular inspection and cleaning of storm drains.  Clarifiers or oil/water separators shall be installed in all the parking areas.  Cover waste storage areas.  Avoid application of pesticides and herbicides before wet season.  Secondary containment and dykes in fuel/oil storage facilities  Conducting routine inspections to ensure cleanliness  Preparation of spill response plans, particularly for fuel and oil storage areas.  Provision of silt traps in storm water drain

Rainwater harvesting Pits Calculations The calculations of rain water harvesting pits are shown in Table 15.

Table 15: Storm Water Load & Rain Water Harvesting Pits Calculations

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 10 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

Peak rainfall intensity Rain water harvesting Area Coefficient Type of Area during one hour of potential/hour of run-off (in m2) rainfall (in m) (in m3/hr) Roof-top area 1,868.32 0.8 0.05 74.73 Road & Paved Area 3,490.37 0.6 0.05 104.71 Green Area 1,438.60 0.2 0.05 14.39 Total 193.83 Total storm water load on the site with per hour retention is = 193.83 m3/hr Considering 15 minutes retention time, total storm water load 48.46 Taking the diameter and effective depth as 4 m and 3 m respectively, Volume of a 24.73 single pit = 3.14 x 1.5 x 1.5 x 3.5 Hence no. of pits required in approx = Total storm water load considering 15 1.96 ~ 2 minutes retention time / Volume of a RWH pit Source: (i) CGWB Manual, (ii) Handbook on Hydrogeology

2 no. of Rainwater Harvesting pits are already installed at the project site.

POWER REQUIREMENT

The maximum demand load for the project after expansion will be 1500 KW for which there will be the provision for transformers of capacity 1250 kVA and 500 kVA 4 x 20 MVA. DG sets of suitable capacity will be installed for power back up in the project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion.

Table 16: Power Requirement Operation Phase

Parameters Operation Phase

Power requirement 1500 KW

Supply by BSES Rajdhani Power Limited

Proposed Transformers 1 x 1250 + 1 x 500 kVA

DG Sets 3 x 500 kVA + 1 x 250 kVA

SOLID WASTE GENERATION

Solid waste will 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. • Remaining soil shall be utilized for refilling / road work / rising of site level at locations etc.

The solid waste management scheme during the construction phase is shown in Figure 6.

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 11 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

Figure 6: Solid Waste Management Scheme (Construction Phase) During the operation phase, waste will comprise domestic as well as agricultural waste. The solid waste generated from the project shall be mainly domestic waste and estimated quantity of the waste shall be approx. 543.37 kg per day (@0.25kg per capita per day for staff, 0.15 kg for visitor and landscape wastes @ 0.2 kg/acre/day). Following arrangements will be made at the site in accordance to Solid Wastes Management Rules, 2016. Table 17: Solid Waste Estimation Area (in Waste Generated Waste Generation S. No. Particular Occupancy acres) per kg/day in Kg/ Day 1 Visitor Population 2910 0.15 436.55 2 Staff Population 427 0.25 106.75 3 Landscape Area 0.36 0.2 kg/acre/day 0.07 Total 543.37 (Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health Environment Engineering Organization, Ministry of Urban Development, (Government of India, May 2000)

 Collection and Segregation of waste 1. A collection system will be provided for collection of waste in colored bins for separate blocks 2. The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable waste. 3. Adequate number of colored bins (Green and Blue & dark grey bins– separate for Bio- degradable, Non-Bio-degradable& inert waste) will be provided at the suitable locations of the project site. 4. Litter bin will also be provided in open areas like parks etc.

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 12 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

5. Biodegradable waste will be sent to existing Organic Waste Converter of input capacity 300 kg/batch and the manure generated will be used in Greenbelt development.

 Treatment of waste  Bio-Degradable wastes 1. Bio-degradable waste will be treated in the organic waste convertor. 2. Horticultural Waste is proposed to be composted and will be used for gardening purposes.  Recyclable wastes i. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure after decomposition. ii. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.  Disposal Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Hence, the Municipal Solid Waste Management will be conducted as per the guidelines of Solid Wastes Management Rules, 2016. A Solid waste management Scheme is depicted in the following figure for the project.

Solid Waste

Biodegradable Waste Non-Biodegradable Waste

Recyclable Non-Recyclable

Green Bins White Blue BinsBins DarkBlack grey Bins Bins

Organic Waste Convertor

Final disposal through Final disposal through Govt. approved agency Govt. approved agency

Figure 7: Solid Waste Management Scheme (Operation Phase)

FIRE SAFETY

Adequate firefighting arrangements will be provided in the proposed project. The firefighting arrangements provided in the proposed project are given below:  Provision of Automatic water sprinklers.  Provision of separate fire hydrant pipe.  Provision of Overhead water storage tank.

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 13 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

 There is provision of firefighting pumps.  Optical type smoke detectors shall be used in most areas.  Rate of rise heat detectors shall be planned for all potentially smoky areas and in thebasements.

CONSTRUCTION MATERIAL

Wind Velocity, Seismicity, Rainfall of Region, has taken in consideration during designing. Only IS approved building materials will be used for construction. Construction materials have been selected based on their thermal and combustible characteristic. The quantity of construction material required is presented in Table 18. All the items to be used in the project will be as per the national building code specification. If the building materials with high-embodied energy are locally available, it will be used in construction.

Table 18: Construction Material Requirement Type of Construction U values (in W/m2deg C) WALLS Brick: Plaster both sides -114 mm 3.24 Solid, Unplastered-228 mm 2.67 Plastered both sides-228 mm 2.44 Concrete, ordinary, Dense: -152 mm 3.58 -203 3.18 Concrete block, cavity, 250 mm (100+50+100), outside rendered, inside plastered: Aerated concrete blocks 1.19 Hollow Concrete block, 228 mm, single skin, outside rendered, inside plastered: Aerated concrete blocks 1.70 Roofs pitched: Tiles or Slates on boarding and felt with plaster ceiling 1.70 Roofs Flat: Reinforced concrete slab, 100 mm, screed 63-12 mm, 3 layers 3.35 bituminous felt Floors: Concrete on ground or hardcore fill 1.13 + Grano, Terrazzo or tile finish 1.13 + Wood block finish 0.85 WINDOWS: Exposure South, Sheltered: Single glazing 3.97

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 14 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

Double glazing 6 mm space 2.67

Thermal characteristics of the materials used for building envelop viz, roof, external walls, fenestration will be provided in accordance with energy conservation building Code 2006. R & U values: Achieved / permissible as per ECBC norms: (i) Roof: 0.409/0.409 (ii) Exposed wall: 0.44/0.44 (iii) Glazing: 2.8/3.3

CONSTRUCTION MATERIAL

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) Hoist (xi) Labor Lifts (xii) Pile Boring Machines (xiii) Concrete pressure pumps (xiv) Mobile transit mixer (xv) Tractors (xvi) Vibrators (xvii) Steel Cutting & Bending Machines

ENERGY CONSERVATION MEASURES: Energy Conservation Measures & Management Plan:  Passive Solar designs refer to the use of Sun’s energy for the heating and cooling of living spaces.  The orientation of the building will be done in such a way that maximum daylight is available.  The orientation of the building would be done in such a manner that most of glazed areas in north and east.  Lesser opening will be provided on the west facing walls.  Landscape and greens areas will be so spaced so as to cool the surrounding environment, which will reduce energy consumption.  Green belt in the site will be maintained by the project proponents, which would have an overall cooling effect on the surroundings.  Using electronic ballast for discharge lamps.  Use of Solar backed LED landscape lights instead of par lamps.

Following measures have been proposed to reduce energy consumption for Electrical installations:

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 15 Consultant

Project Name Environment Clearance for Multi Level Parking with Commercial Development 8(a)

Project Proponent Spirit Global Constructions Pvt. Ltd. Rajouri Garden, MRTS Station, Shivaji Place, District Center, Raja Garden, New Conceptual Project Address Delhi Plan

 In the operational phase, appropriate energy conservation measures and management plan will be adopted in order to minimize the consumptions of non-renewable fuel. The following measures are suggested to be adopted:  Solar lighting will be provided in open area.  Use of LED instead of GLS lamps for Common Areas.  Use of T5 lamps instead of normal fluorescent lamps in basement.

Environment Aplinka Solutions & Technologies Pvt. Ltd, Noida Uttar Pradesh 16 Consultant