Enclosure 6 – Land Papers

Enclosure 7 – Water Assurance

Enclosure 8 – Electrical Assurance

Enclosure 9 – Biomedical Waste Agreement

Enclosure 10 – Solid Waste Agreement

Enclosure 11 – Test Reports

Enclosure 12 – Archaeological Survey of (ASI) Monuments List

List of Centrally Protected Monuments under Circle Project Name- Balaji Medical Institute Sl. Distance & Name of Monument Locality District No. Direction Bastion, where a wall of Jahan panah 1 Adchini South meets the wall of Rai Pithora’s fort, Adchini 17.94 km SE Ramp and gateways of Rai Pithora's Fort, 2 Adchini South Adchini 17.66 km SE 3 Begumpuri Masjid Begumpur South 17.52 km SE 4 Lal Gumbad, Chirag Delhi Chirag Delhi South 17.82 km SE 5 Tomb of Bahlol Lodi Chirag Delhi South 18.68 km SE Delhi fort or Lal Qila, Naubat Khana, Diwan-i-am, Mumtaz ' Rang Mahal, Baithak,Maseu Burj, diwan-i-Khas' Moti 6 Masjid, sawan Bhadon ,Shah Burj, North Hammam with all surrounding including the gardens, paths, terraces and water courses. 12.82 km SEE 7 Baoli Nizamuddin South Eas 15.63 km SE 8 Nizamuddin South East Tomb of Mirza Muzaffer, Chota Batasha 15.96 km SE 9 Nizamuddin South East Tomb of Amir Khusro 15.67 km SE 10 Nizamuddin South East Tomb of Mirza Muzaffer, Bara Batasha 16.08 km SE 11 Nizamuddin South East Tomb of Nizamuddin Olia 15.66 km SE 12 Nizamuddin South East Unknown tomb :- Group of Building at Hauz Khas consisting of the following i. The tomb of Ferozshah ii. Domed Building to the west of No.1 iii. Dalan between 1&2 iv. Domed Building & its court to the south of No. 3, v. Dalans and all ruined Buildings to the north of no. 1 and existing upto No.10 vi. Five to the East of No. 1& No.5 vii. Old Gate to the north of No.6 viii. Three Chhatris to the north-west of No.7 13 ix. Ruined courtyard and its Dalans with Hauz Khas South the Domed building to the north-west to the No.8 x. Old wall running east from No.4 xi. 2.23 Acres of land surrounding the above monuments and bouded on the North by house of Chhange and Mehra Chand sons of Hansram and house of Udairam, son of Kushla South Ghairmumkan Rasta East By village site belonging to village community. Others West By field no. 185 & 186. 15.55 km SE Humayunpur 14 Village South Bagh-i-Alam Gumbad with a (Hauz Khas) 15.52 km SE 15 Kali Gumti Hauz Khas South 15.44 km SE Humayunpur Village 16 South (Hauz Khas), Tohfewala Gumbad 16.90 km SE Near 17 Humayun’s South East Arab Sarai Tomb 16.14 km SE Near 18 The Gate way of Arab Sarai facing North Humayun’s South East towards Tomb 16.12 km SE Near 19 The Gate way of Arab Sarai facing East Humayun’s South East towards the tomb of Humayun Tomb 16.23 km SE Near 20 Remaining Gateways of Arab Sarai and of Humayun’s South East Abadi-Bagh-Buhalima Tomb 16.04 km SE Near 21 Humayun’s South East Lakhar wal Gumbad (Tomb) Tomb 15.41 km SE Near 22 Humayun’s South East Sunderwala Burj Tomb 15.63 km SE Near 23 Humayun’s South East Sunderwala Mahal Tomb 15.73 km SE Malviya 24 Bijay Mandal, neighbouring , South buildings and dalan to north of Begumpur Nagar 17.37 km SE 25 Bandi or Poti ka Gumbad III-280 Hauz Khas South 16.06 km SE 26 Bara Khamba-285 Hauz Khas South 16.03 km SE 27 Biran-Ka-Gumbad-282 Hauz Khas South 15.81 km SE 28 Biwi or Dadi-ka-Gumbad-281 Hauz Khas South 16.05 km SE 29 No. 289 Vol III Hauz Khas South 16.68 km SE 30 Choti Gumti Hauz Khas South 15.94 km SE Hauz Khas 31 South Idgah of Kharehra Enclave 16.58 km SE Hauz Khas 32 South Nili Mosque Enclave 16.22 km SE Hauz Khas 33 Enclave near South Sakri Gumti-284 Green Park 15.97 km SE Khirki Village 34 near Malviya South Khirkee Masjid Nagar 18.94 km SE Khirki Village 35 near Malviya South -III –216 Nagar 19.13 km SE Khirki Village 36 near Malviya South Tomb of Usuf-Quttal situated at Khirki Nagar 18.68 km SE 37 South in Mehrauli Village 18.79 km SE Mosque known by the name of Shamsi Mehrauli 38 South Tallab together with both platform entrance Village gates. 18.91 km SE Mehrauli 39 South Village 18.35 km SE Mehrauli 40 Old Palace of Bahadur Shah II alias Lal South Mahal in Mehrauli Village 18.34 km SE The Qutab Archaeological area as now fenced in, including the Mosque, Iron Pillar, Minar of Qutbud-din, unfinished Minar, all colonnades, screen , tomb of Altamash, college, buildings of Alaud-Din, Mehrauli 41 South Tomb of Imam Zamin and all carved stones Village in the above area with gardens, paths and water channels, and all gateways including the Alai-Darwaza , also all graves in the above area 18.01 km SE 42 Tomb of (Rest House) Mehrauli South 18.01 km SE 43 Tomb and Mosque of Maulana Jamali Mehrauli South Kamali 18.57 km SE 44 Wall mosque at Mehrauli Mehrauli South Walls of Lal Kot and Rai Pithora's fort from 45 Sohan Gate to Adham Khan's tomb Mehrauli South including the ditch where there is an outer wall 17.29 km SE Walls of Lal Kot and Rai Pithora's fort at the 46 point where they meet together, near Jamali Mehrauli South Kamali Wall of Rai Pithora's fort including gateways 47 and bastions, near Bagh Nazir to a bastions Mehrauli South immediately to North of Qutb-Tughlaqabad Road. Kotla 48 Gate and walls of Mubarakpur, Kotla in Mubrakpur South village Mubarakpur, Kotla Village Behind 49 South South Moth-ki-Masjid Extension-II 16.08 km SE Kotla 50 Mubrakpur South Inchla Wali Gumti Village Kotla 51 Mubrakpur South Kala Gumbad Village Kotla 52 Tombs of Bade-Khan, and Mubarakpur Mubrakpur South Kotla, Kotla Village 15.37 km SE Kotla 53 Mubrakpur South Tombs of Chote Khan, Mubarakpur, Kotla Village 15.40 km SE Kotla 54 Mubrakpur South Tomb of Mubarik Shah in Mubarikpur, Kotla Village 15.59 km SE Kotla 55 Mubrakpur South Mosque attached to Mubarak shah Tomb Village 15.57 km SE Kotla 56 Mubrakpur South Tomb of Bhura Khan Village 15.47 km SE Mohammad 57 Tin Burji Wala Gumbad, Mommad Pur South Village Pur Village 14.05 km SE Mohammad 58 South Unnamed tomb, Mohammad Pur Village Pur Village 59 Baoli, Munirka South 13.77 km SE 60 Munda Gumbad, Munirka Munirka South 14.06 km SE 61 Unnamed Mosque, Munirka, 314 Munirka South 62 Unnamed Tomb, Munirka 313 Munirka South 63 Unnamed Tomb, Munirka 315 Munirka South 64 Unnamed Tomb, Munirka 316 Munirka South 65 Unnamed Tomb, Munirka 317 Munirka South Unnamed Mosque, Munirka 321 66 Munirka South Unnamed Mosque, Munirka 322 67 Wazir Pur-ki-Gumbad, Munirka 312 Munirka South 13.72 km SE The Afsah-wala-ki-Masjid situated outside 68 the west gate of Humayun's tomb with its Nizamuddin South East dalans and paved court. 16.04 km SE 69 Bara Khamba outside north entrance to Nizamuddin South East 15.62 km SE 70 Nizamuddin South East Bara Pulah bridge near Nizammudin 17.04 km SE 71 The and tomb of Mirza Nizamuddin South East Aziz Kokaltash 15.76 km SE 72 Nizamuddin South East The Grave of Jahanara Begum 15.66 km SE 73 Nizamuddin South East The Grave of Muhammad Shah 74 The Grave of Mirza Jahangir Nizamuddin South East 15.68 km SE Humayun's tomb, its platforms, garden, enclosure walls and gateways Khasra No. 258 bounded on the east by Khasra 75 No.180&181&244 of Miri Singh and on west Nizamuddin South East by Kh. No. 268&253 on the north by Khasra No. 266, on the south by Kh No. 245 of Miri Singh & Kh. No. 248 & 249 of Sayyed Mohummad 16.24 km SE 76 Nila Gumbaz outside the south corner of the Nizamuddin South East enclosure of Humayun's tomb. 16.54 km SE 77 The Nila or Subaz Burj, once used Nizamuddin South East as a Police Station at Nizam-ud-Din. 15.68 km SE 78 The Tomb of Afsah-wala immediately near Nizamuddin South East and to the south of Afsah-wala-ki-Masjid 16.11 km SE 79 Nizamuddin South East Tomb of Tagah or Atgah Khan 15.69 km SE The with its surrounding 80 enclosure walls and turret, garden, Nizamuddin South East gateways and mosque. 15.94 km SE 81 Nizamuddin South East Tomb of Khan-i-Khana 16.37 km SE 82 Nizamuddin South East Tomb with three domes near Rly.Station Tomb of Sheikh Kaburuddin also known as Malviya 83 Rakabwala Gumbad in field no.84 min. South situated at sarai Shah 31 property of Thoks Nagar Shahpur and Adhehini 17.83 km SE Ruined line of walls, bastions & gateways of Shahpur Jat 84 South siri Kh. No. 88, 265 &447 pf village Shahpur Village Jat 17.34 km SE 85 Internal buildings of: South 16.90 km SE Siri Mohammadi wali-Kh. No. 14 Shahpur Jat Shahpur Jat Makhdum ki Kh. No. 255 Shahpur Jat Village Thana wala Shahpur Jat 86 Tughlaqabad South East Nai-ka-kot in Tughlaqabad 23.17 km SE Tomb of Ghiyasuddin Tughlakabad. walls 87 and bastions, gates and cause way Tughlaqabad South East including the tomb of Dad Khan 23.34 km SE 88 Tomb of Mohammad Tughlak Shah at Tughlaqabad South East Tughlakabad 89 Tughlaqabad South East Walls of old City of Tughlakabad. Walls, gateways bastions and internal 90 buildings of both inner and outer citadels of Tughlaqabad South East Tughlakabad Fort 22.84 km SE Walls, gate and bastions of Adilabad 91 (Mohammadabad) and causeway leading Tughlaqabad South East there to from Tughlakabad. 24.08 km SE 92 Jamia Nagar South East Mound known as Joga Bai East of 93 South East Ashokan Rock Edict at Bahapur Kailash 19.09 km SE Lado Sarai 94 South Mandi Mosque Village 18.99 km SE Lado Sarai 95 South Rajon-ki-Bain with Mosque and Chatri Village 18.36 km SE Lado Sarai 96 South Badaun Gates, Village 19.00 km SE Lado Sarai 97 South A Gateway of Lal kot, Village Lado Sarai 98 south Gateways of Rai Pithoria's Fort Village Hauz Rani 99 Wall of Rai Pithora's Fort and Jahan panah South at the point where they meet together Village 17.95 km SE Malikpur Kothi 100 South opposite Tomb of 15.71 km SSE Old Baoli known as Diving Wall in Mouza 101 locally known as (Gandak-ki-baoli), Mehrauli South Mehrauli 18.96 km SE Enlosure containing the tomb of Shah Alam 102 Bahadur Shah, Shah Alam II and Mehrauli South Shah II Hauz Shamsi, with central red stone 103 pavilion situated at Mehrauli in field Nos. Mehrauli South 1574-81, 1588-97, 1614, 1623 & 1624, owner Government 18.84 km SE Mehrauli 104 (Qutb South Iron Pillar, Hindu remains Complex) 17.96 km SE Ancient Mosque (’s Period) together Palam 105 South West with adjacent area comprised in part of Village Survey plot No. 177 9.45 km SW Malviya 106 South Group of monuments at Sarai Shahji Nagar 17.28 km SE Lado Sarai 107 South Unknown tomb said to be of Azim Khan Village 18.49 Km SE , comprising the main gate 108 on North, Ancient structure near the main Red Fort Central gate and the entire fortification wall 13.00 km E Fortification Wall Asad Burj, Water gate, 109 Delhi Gate, Lahori Gate, Jahangiri Gate, Red Fort Central Chhattra Bazar, Baoli 13.11 km SE 110 Nizamuddin South East Mazar of Mirza Ghalib 15.75 km SE 111 Area between Balban Khan's Tomb & Jamli Lado Sarai South Kamali 18.61 km SE

Enclosure 13 – Air Dispersion Report

IMPACT PREDICTION OF POINT EMISSION ON AMBIENT AIR QUALITY

For

Sri Balaji Action Medical Institute At Facility Centre no. 34, Paschim Puri, .

Prepared BY: M/s PERFACT ENVIRO SOLUTIONS PVT. LTD. 501 -507 NN MALL, SECTOR 3 ROHINI NEW DELHI – 110085 PH : 011 –49281360

INTRODUCTION The ambient air quality Ground Level Concentration (GLC) of the area near any project is impacted due to air pollution sources in the project. The air pollution sources are of two types:

• Point Sources – Chimneys/ Stacks/ ducts/ Vents • Non-Point Sources – Vehicles, machinery, blasting, drilling etc.

The emissions from these sources spread or disperse in the air and cause increase in the pollution level in ambient air. This causes an increase in Ground Level Concentration (GLC). This increase in GLC can be predicted for proposed project using Air Dispersion Modelling. In this study, AERMOD developed by Lakes Environmental Inc. is used to calculate incremental Ground Level concentrations (GLC) for the proposed sources of air pollution in the current expansion, for Particulate emissions,

Gaseous emissions (NOx & SO2).

METHODOLOGY For Air Dispersion Modelling following methodology shall be used:

Modelling Procedure AERMOD uses Gaussian plume dispersion modelling parameters, the generalised equation is given below:

푸 ퟏ 풀ퟐ ퟏ (풛 − 풉ퟐ) ퟏ (풛 + 풉ퟐ) 풄 = 풆풙풑 (− ) {풆풙풑 [− ] + 풆풙풑 [− ]} ퟐ흅풖흈풚흈풛 ퟐ 흈ퟐ풚 ퟐ 흈ퟐ풛 ퟐ 흈ퟐ풛

Where c = concentration at a given point (g/m3)

Q = emission rate (g/s) u = wind speed (m/s)

σy = dispersion parameter in the horizontal (lateral) direction (m)

σz = dispersion parameter in the vertical direction (m) x = direction of the wind (x = 0 at the source; x > 0 downwind). y = horizontal direction perpendicular to the wind (y = 0 at the center of the plume; positive on your left when you look downwind). z = vertical direction (z = 0 at the surface and positive above the surface).

As well as the effective source height h. They all have meters as units.

Plume Rise

Plume rise h has been determined according to Brigg’s formula (CPCB guideline)

h = 21.425 F3 4 for F<55

Us and

h = 38.71 F3 5 for F>55

Us

2 F = g VsD (Ts-Ta)/4Ts

Where

Us = wind speed at stack level (m/s)

Vs = stack gas velocity (m/s)

Ts = stack gas temperature (K)

Ta = ambient temperature (K)

F = Buoyancy flux parameter (m4/s3)

h = Plume rise (m)

D = Diameter of the stack (m) g = acceleration due to gravity, 9.807 (m/s2)

Extrapolation of Wind Speed Wind speed at stack level is calculated by power law as given below.

p Ustack = U10(Stack height/10)

Where U10 is the wind speed at 10 meter level and p is the power law coefficient (0.07, 0.07, 0.10, 0.15, 0.35 and 0.55 for stability classes A,B,C,D,E and F respectively) as per Irwin for rural areas (USEPA, 1987).

Stability Classification Hourly stability is determined by wind direction fluctuation method as suggested by Slade (1965) and recommended by CPCB (PROBES/70/1997-1998).

 = Wdr/6

, is standard deviation of wind direction fluctuation, Wdr is the overall wind direction fluctuation or width of the wind direction in degrees. The table for stability classes is given as under.

Stability Class  (degree) A > 22.5 B 22.4 – 17.5 C 17.4 – 12.5

D 12.4 – 7.5 E 7.4 – 3.5 F < 3.5 Dispersion Parameters

Dispersion parameters y and z for open country conditions (Briggs, 1974) are used as the project is located on a flat terrain in a rural area. Atmospheric dispersion coefficients vary with downwind distance (x) from emission sources for different atmospheric stability conditions. (CPCB – PROBES/70/1997-98).

Rural Conditions

Stability Class y z A 0.22x(1+0.0001x)-.5 0.20x B 0.16x(1+0.0001x)-.5 0.12x C 0.11x(1+0.0001x)-.5 0.08x(1+0.0002x).5 D 0.08x(1+0.0001x)-.5 0.06(1+0.0015x).5 E 0.06x(1+0.0001x)-.5 0.03x(1+0.0003x)-1 F 0.04x(1+0.0001x)-.5 0.16x(1+0.0003x)-1 INPUT DATA Point Sources: A Table showing all the sources of Air Pollution (Incremental i.e. Proposed due to the proposed project) are given; other air pollutions sources have not been considered in the model because their impact has been already incorporated in baseline concentrations (Onsite and Buffer zone). Proposed project will have 12x 1500 KVA & 2 x 1010 KVA.

The emission factors have been calculated using the experimental/ practically computed (As per USEPA).

Stack Diameter Height Temperature Flow PM10 PM2.5 NOx SO2 Remarks Name (m) of of stack (K) (m3/s) emission emission emission emission stack Rate Rate rate rate from (g/s) (g/s) (g/s) (g/s) ground (m)

750 KVA 0.30 30 460 1.85 0.208 0.125 0.450 0.045 DG x 2 operates only 2Hr Average per day

Non-Point Source: Non-Point sources will be vehicular movement on Approach road Length of road – 32 m Emission Rate of PM = 0.050 g/s

Emission Rate of PM2.5 = 0.020 g/s Emission Rate of NOx = 0.228 g/s

Meteorological Data Hourly meteorological data project site for period of one season (Dec. 2018) in respect of wind speed, wind direction, temperature and cloud amount are utilized in this study which were collected by M/s Perfact Researchers Pvt Ltd. Mean mixing heights for each hour for region are extracted from the IMD data and AERMOD Upper air estimator data. These data are used in air quality modelling software.

Ambient Air Quality Standards and Background Concentrations Ambient air quality standards promulgated by Central Pollution Control Board (CPCB) for different areas are as follows: S. No Pollutant Time Weighted Concentration in Ambient Air 3 µg/m Average Industrial, Residential, Ecologically Sensitive Rural and Other Area Area(Notified by Central Government)

1. Sulphur Dioxide(SO2), Annual* 50 20 24 hours** 80 80 2. Nitrogen Annual* 40 30

Dioxide(NO2), 24 hours** 80 80 3. Particulate Matter Annual* 60 60 (size less than 10µm) 24 hours** 100 100

or PM10 4. Particulate Matter Annual* 40 40 (size less than 2.5µm) 24 hours** 60 60

or PM2.5

*Annual arithmetic mean of minimum 104 measurements in a year at particular site taken twice a week 24 hourly at uniform intervals**24 hours monitored values, shall be compiled with 98% of the time in a year, 2% of the time, they may exceed the limits but not on two consecutive days of the morning. The above standards are for a sampling period of 24 hours.

Station Location Mean Mean Mean Mean No. Baseline Baseline Baseline Baseline Values for Values for Values for Values for 3 PM10 in PM2.5 in SO2µg/m NOx µg/m3 µg/m3 µg/m3 1 Onsite 188.15 137.5 7.8 39.7

2 Janta Colony 173.95 120.35 7.2 35.65

Plan and Frame Work of Computations Selection of Locations The locations have been selected around project site covering an area of 10 km radius from the centre of the project site. The entire area has been put on grid network and grid spacing has been taken as 500 m.

Plan of Computation The emission rate, dispersion coefficients and other input data being now available; it was planned to compute the following: - The 24-hourly averaged incremental concentration with hourly data. - The identification of grid point having peak concentration for the incremental values. - Preparation of isopleths of for various pollutants.

MODEL OUTPUT FILES

AERMOD OUTPUT ISOPLETH FOR PM2.5 DISPERSION

AERMOD OUTPUT ISOPLETH FOR PM10 DISPERSION

AERMOD OUTPUT ISOPLETH FOR NOx DISPERSION

AERMOD OUTPUT ISOPLETH FOR SO2 DISPERSION

RESULT AND DISCUSSIONS

PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF PM2.5 With available ambient air quality data and incremental concentrations computed through mathematical modelling the following post project ambient air quality has been predicted. The 3 maximum GLC for PM2.5 modelling will be 0.726 g/m .

Table Showing Village PM2.5 Dispersion Results:

Location Background Predicted Incremental Post Project Air NAAQS Concentration Concentration PM2.5 Quality PM2.5 (g/m3) PM2.5 (g/m3) (g/m3) DG Sets (g/m3) DG Sets Onsite 137.5 0.726 138.226 60

Janta Colony 120.35 0.6 120.95 60

PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF PM10 With available ambient air quality data and incremental concentrations computed through mathematical modelling the following post project ambient air quality has been predicted. The 3 maximum GLC for PM10 modelling will be 1.21 g/m .

Table Showing Village PM10 Dispersion Results:

Location Background Predicted Incremental Post Project Air NAAQS Concentration Concentration PM10 Quality PM10 (g/m3) PM10 (g/m3) (g/m3) (g/m3) Onsite 188.15 1.21 189.36 100

Janta Colony 173.95 0.9 174.85 100

PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF NOx With available ambient air quality data and incremental concentrations computed through mathematical modelling (Gaussian Plume) the following post project ambient air quality has been 3 predicted. The maximum GLC for NOx modelling will be 2.63 g/m which would be on road.

Location Background Predicted Incremental Post Project NAAQS Concentration Concentration NOX Air Quality (g/m3) NOX (g/m3) (g/m3) NOX (g/m3) Onsite 39.7 2.63 42.33 80

Janta Colony 35.65 1.5 37.15 80

PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF SO2 With available ambient air quality data and incremental concentrations computed through mathematical modelling (Gaussian Plume) the following post project ambient air quality has been 3 predicted. The maximum GLC for SO2 modelling will be 0.262 g/m .

Location Background Predicted Incremental Post Project Air NAAQS Concentration Concentration SO2 Quality SO2 (g/m3) SO2 (g/m3) (g/m3) (g/m3) Onsite 7.8 0.262 8.062 80

Janta Colony 7.2 0.15 7.35 80

DATA INTERPRETATION From the results generated by AERMOD in form of Isopleth and results of same in table above show

that maximum GLC of PM10/ PM2.5/SO2/NOX after commencement of project does not have a significant impact on environment/ ambient air quality on sensitive receptors of the project.

Enclosure 14 – Traffic Assessment Report

Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

TRAFFIC IMPACT ASSESSMENT

FOR

EXPANSION OF “SRI BALAJI ACTION MEDICAL INSTITUTE”

AT

FACILITY CENTRE NO. 34, PASCHIM PURI, NEW DELHI

BEING DEVELOPED BY:

M/S LALA MUNNI LAL MANGE RAM CHARITABLE TRUST.

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

INTRODUCTION 1.1 BACKGROUND The proposed project is Expansion of Balaji Action Medical Institute is located at Facility Centre-34, Paschim Puri, New Delhi. The land has been allotted by Delhi Development Authority vide deed no. 13525 dated 15.01.1996 to Lala Munni Lal Mange Ram Charitable Trust for development of Hospital and hospital related infrastructures. Since, the hospital complex was constructed before 2006, no Environmental Clearance was taken for the existing part. Now, due to change in planning, there has been change in area details, Hence, we are applying for Expansion of the Hospital Complex. The project will be developed by Lala Munni Lal Mange Ram Charitable Trust. The total plot area of the project is 23400 m2 and built up area is 83454.810 m2. From the existing complex, 1209.39 m2 will get demolished and 601872.64 m2 will be proposed which will result in Total Built-Up Area of 83454.810 m2. 8799.630 m2 will be utilized as Ground Coverage. Total FAR proposed of the project after expansion will be 49859.790 m2 and total Non-FAR area will be 33595.020 m2. Total Basement Area after expansion will be 16788.210 m2. Now due to some change in planning the area details has been revised thus we are hereby applying for expansion. As, the built-up area after change in planning will be 83454.810 m2 which is less than 1,50,000 m2, hence it falls in Item 8(a) under Category’B’ of Schedule of the EIA notification, 2006 and its amendments.

Figure 1: Project location shown on google earth

Latitude 28°40'25.43"N

Longitude 77°06'38.46"E

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

1.2 NEED FOR STUDY The project site is likely to add significant number of trips, especially during the peak hours in addition to the existing traffic. This may lead to conflict with the traffic on the Arterial road outside the site leading to congestion on the access roads emanating from the project site as well as the Sub-arterial road along it. Also, the traffic on the Sub-arterial roads may affect the access to the project, causing delays affect safety, thereby lowering its attractiveness to the users/ residents of the complex. A need exists to examine the likely traffic impact and suggest mitigating measures to minimize the impact.

1.3 STUDY OBJECTIVES ▪ To estimate the traffic generated from project site onto the surrounding road network. ▪ To identify the impact of generated traffic from site on Level of Service of peripheral roads

1.4 SCOPE OF SERVICES AND DATA COLLECTION a) Data Collection and Survey: The traffic surveys have been conducted for 7 days to assess travel characteristics of the Outer Ring Road, NH-10, Road no. 29, and Road no. 30. Survey of the roads has been conducted by estimating the trips generated from project site using parking data and also estimating the present traffic densities and parking capabilities within 2 km radius from site or the project influence area (PIA). b) Analysis: ▪ Appreciation of impact on the Level of Services outside

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

2.2 Primary Data of Traffic Survey

❖ Study Area: 2 km Radius

❖ Figure 2: Google Map showing locations of survey conducted

The study area will include the following roads and location: i. Road 1: Outer Ring Road ii. Road 2: NH-10 Marg iii. Road 3: Road no. 29 iv. Road 4: Road no. 30

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

3. Methodology & Data Analysis:

The study was conducted in two steps: 1. Outer Ring Road: 7-days continuous assessment of existing traffic volume for 17-hours at 1 location of Outer Ring Road in order to determine the expected flow and traffic movement. 2. NH-10: 7-days continuous assessment of existing traffic volume for 17-hours at 1 location of NH-10 in order to determine the expected flow and traffic movement. 3. Road no. 29: 7-days continuous assessment of existing traffic volume for 17-hours near the site of Road no. 29 in order to determine the expected flow and traffic movement. 4. Road no. 30: 7-days continuous assessment of existing traffic volume for 17-hours near the site of Road no. 30 in order to determine the expected flow and traffic movement.

Conversion Factor (Ref: IRC 106, 1990)

S. No. VEHICLE TYPE PCU VALUE 1 Car 1 2 Two-wheeler 0.5 3 Private bus 2.2 4 Auto 1.2 5 LCV 2 6 Truck 3.7 7 Tractor and Trailor 5 8 Cycle rickshaw 0.5

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

3.1 STEP 1: Weekly analysis of traffic density at Outer Ring Road, NH-10, Road no. 29 and Road no. 30.

a) Road 1: Outer Ring Road

Figure 3: Map showing locations of traffic survey at Outer Ring Road

Table 1: Summary of traffic count at Outer Ring Road (Location 1)

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Hours Baseline Capacity Two- PCU/17 PCU/ of Road Days Car Bus/Truck Others/Auto LOS Wheeler Hr Hr in PCU/Hr Monday 22765 3466 13440 3206 48928 2878 10286 0.28 Tuesday 22060 3392 12746 3084 47398 2788 10286 0.27 Wednesday 22471 3487 13269 3298 48754 2868 10286 0.28 Thursday 22604 3341 13144 3154 47997 2823 10286 0.27 Friday 21066 3250 11771 3056 45245 2661 10286 0.26 Saturday 21811 3322 12366 3183 46763 2751 10286 0.27 Sunday 22901 3394 13046 3185 48519 2854 10286 0.28 Average 22240 3379 12826 3167 47658 2803 10286 0.27

Average weekly composition of traffic at Location 1

8% Car

31% Bus/Truck 53% Two Wheeler Others/Auto 8%

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Weekly variation in PCU/hr

2900 2878 2868 2854 2850 2823

2800 2788 2751 2750

2700 2661 2650

2600

2550 1

Figure 4: Graphical Representation of traffic composition and variation at Outer Ring Road

b) Road 2: NH-10

Figure 5: Map showing locations of traffic survey at NH-10

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

Table 2: Summary of traffic count at NH-10 (Location 2)

Hours Baseline Capacit Two- Bus/Truc Others/Aut PCU/1 PCU/ y of Days Car Wheele LOS k o 7 Hr Hr Road in r PCU/Hr Monday 13383 2391 11438 4116 34800 2047 7714 0.27 Tuesday 13157 2282 10896 4027 33707 1983 7714 0.26 Wednesda 12830 2350 11654 4170 34237 2014 7714 0.26 y Thursday 13308 2405 10958 4113 34543 2032 7714 0.26 Friday 13025 2327 10986 3879 33646 1979 7714 0.26 Saturday 13369 2352 11342 3933 34344 2020 7714 0.26 Sunday 13759 2423 11576 4155 35436 2084 7714 0.27 Average 13262 2361 11264 4056 34387 2023 7714 0.26

Average weekly composition of traffic at Location 2

13% Car 43% Bus/Truck Two Wheeler 36% Others/Auto 8%

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

Weekly variation in PCU/hr

2100 2084 2080

2060 2047 2040 2032 2020 2020 2014 2000 1983 1979 1980 1960 1940 1920 1

Figure 6: Graphical Representation of traffic composition and variation at NH-10 (Location 2)

Table 3: Summary of traffic count at Road no. 29 (Location 3)

Hours Baseline Capacit Two- Bus/Truc Others/Aut PCU/1 PCU/ y of Days Car Wheele LOS k o 7 Hr Hr Road in r PCU/Hr Monday 10388 1823 6005 1626 23544 1385 7714 0.18 Tuesday 10212 1739 5720 1684 22921 1348 7714 0.17 Wednesda 9958 1791 6118 1661 23072 1357 7714 0.18 y Thursday 10329 1833 5753 1567 23334 1373 7714 0.18 Friday 10109 1774 5768 1588 22882 1346 7714 0.17 Saturday 10376 1793 5955 1678 23436 1379 7714 0.18 Sunday 10680 1847 6077 1598 23947 1409 7714 0.18 Average 10293 1800 5914 1629 23305 1371 5143 0.18

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

Average weekly composition of traffic at Location 3

8% Car

30% Bus/Truck 53% Two Wheeler Others/Auto 9%

Weekly variation in PCU/hr 1420 1409 1410 1400

1390 1385 1379 1380 1373

1370 1357 1360 1348 1350 1346

1340 1330

1320

1310 1

Figure 8: Graphical Representation of traffic composition and variation at Road no. 29 (Location 3)

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

Table 4: Summary of traffic count at Road no. 30 (Location 4)

Hours Baseline Capacit Two- Bus/Truc Others/Aut PCU/1 PCU/ y of Days Car Wheele LOS k o 7 Hr Hr Road in r PCU/Hr Monday 10388 1657 6005 1626 22798 1341 7714 0.17 Tuesday 10212 1581 5720 1684 22209 1306 7714 0.17 Wednesda 9958 1629 6118 1661 22339 1314 7714 0.17 y Thursday 10329 1666 5753 1567 22584 1328 7714 0.17 Friday 10109 1613 5768 1588 22157 1303 7714 0.17 Saturday 10376 1630 5955 1678 22702 1335 7714 0.17 Sunday 10680 1679 6077 1598 23191 1364 7714 0.18 Average 10293 1636 5914 1629 22569 1328 5143 0.17

Average weekly composition of traffic at Location 4

8% Car 30% Bus/Truck 53% Two Wheeler Others/Auto 9%

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

Weekly variation in PCU/hr 1420 1409 1410 1400 1390 1385 1379 1380 1373 1370 1357 1360 1348 1350 1346 1340 1330 1320 1310 1

Figure 10: Graphical Representation of traffic composition and variation at Road no. 30 (Location 4)

Data Interpretation: Summary of Traffic Flow: a) Location 1: Weekly Average PCU/Hr= 2803 b) Location 2: Weekly Average PCU/Hr= 2023 c) Location 3: Weekly Average PCU/Hr= 1371 d) Location 4: Weekly Average PCU/Hr= 1328

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

3.2 STEP 2: Hourly analysis of traffic density at Outer Ring Road of 1 day.

1. Hourly Traffic Density at Outer Ring Road:

Hours Baseline Incremental Capacity Two- Baseline of Road LOS Hours Car Bus/Truck Others/Auto PCU/Hr PCU/Hr Wheeler PCU/Hr in Baseline PCU/Hr 06:00- 07:00 996 173 735 158 2334 32 2366 10286 0.230 07:00- 08:00 1052 119 767 182 2191 46 2237 10286 0.217 08:00-09:00 1115 83 943 200 2200 58 2258 10286 0.220 09:00-10:00 1133 70 985 218 2200 64 2264 10286 0.220 10:00-11:00 1093 71 990 246 2203 54 2257 10286 0.219 11:00-12:00 991 143 854 234 2341 45 2386 10286 0.232 12:00-13:00 922 185 758 300 2494 41 2535 10286 0.246 13:00-14:00 960 181 898 354 2647 51 2698 10286 0.262 14:00-15:00 894 130 781 323 2256 65 2321 10286 0.226 15:00-16:00 922 102 734 356 2174 49 2223 10286 0.216 16:00-17:00 926 117 787 321 2229 55 2284 10286 0.222 17:00-18:00 1019 115 811 296 2296 59 2356 10286 0.229 18:00-19:00 1144 120 855 326 2504 62 2567 10286 0.250 19:00-20:00 1103 104 928 356 2461 67 2528 10286 0.246 20:00-21:00 1114 98 809 298 2318 51 2369 10286 0.230 21:00-22:00 932 174 766 225 2368 49 2417 10286 0.235 22:00-23:00 747 190 535 280 2203 38 2241 10286 0.218 Average 1004 128 820 275 2319 52 2371 10286 0.23

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

Carrying Capacity at Outer Ring Road= 10286 PCU/hr Existing traffic density at Outer Ring Road = 2371 PCU/hr Existing LOS = 0.23 i.e. Cat B

Hourly Variation at Outer Ring Road 1400

1200

1000

800

600

400

200

0

Car Bus/Truck Two Wheeler Others/Auto

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

2. Hourly Traffic Density at NH-10:

Hours Baseline Incremental Capacity of Two- Predicted Road in LOS Hours Car Bus/Truck Wheeler Others/Auto PCU/Hr PCU/Hr PCU/Hr PCU/Hr Baseline 06:00- 07:00 1071 208 891 190 3405 32 3437 7714 0.33 07:00- 08:00 1131 143 930 218 3090 46 3136 7714 0.30 08:00-09:00 1198 100 1143 240 3024 58 3082 7714 0.29 09:00-10:00 1218 84 1194 262 2991 64 3055 7714 0.29 10:00-11:00 1175 85 1200 295 2989 54 3043 7714 0.29 11:00-12:00 1066 171 1035 281 3325 45 3370 7714 0.32 12:00-13:00 991 222 919 360 3591 41 3632 7714 0.35 13:00-14:00 1032 217 1088 425 3769 51 3820 7714 0.37 14:00-15:00 961 156 947 388 3150 65 3215 7714 0.31 15:00-16:00 991 122 890 427 2966 49 3015 7714 0.29 16:00-17:00 995 140 953 385 3087 55 3142 7714 0.30 17:00-18:00 1095 138 983 355 3179 59 3239 7714 0.31 18:00-19:00 1230 144 1036 391 3453 62 3515 7714 0.34 19:00-20:00 1186 124 1124 427 3354 67 3421 7714 0.33 20:00-21:00 1198 118 981 358 3168 51 3219 7714 0.31 21:00-22:00 1001 209 928 270 3429 49 3478 7714 0.33 22:00-23:00 803 228 648 336 3217 38 3255 7714 0.31 Average 1079 153 994 330 3246 52 3299 7714 0.32

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

Carrying Capacity at NH-10 = 7714 PCU/hr Existing traffic density at NH-10 = 3246 PCU/hr Existing LOS = 0.42 i.e. Cat C

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Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust

Hourly Variation at NH 10 1400 1200 1000 800 600 400 200 0

Car Bus/Truck Two Wheeler Others/Auto

4. CONCLUSION:

Conclusion: - • Along the project Site, NH-10, significant amount of passenger as well as goods traffic during peak hour and whole day. The project will not generate much traffic in peak hour, there will be negligible impact of the traffic level on immediate adjacent network i.e. Road no. 29, Road no. 30 and further it will be dispersed on other road network • After commissioning of Project, the analysis shows that the level of service will not be affected by incremental load due to expansion of project. • Hence it could be said that the project does not impact on the surrounding road network in terms of traffic Congestion level.

• Preventive Measures: • The Traffic impacts of the Medical Institute Project Could be mitigated by adopting few measures. • Separate entry/exit gates are proposed for project Site. • Existing median on both sides will be plugged in vicinity of site for right turning traffic for the project site. Instead median openings are suggested about 150 m upstream and downstream of entry/exit gates.

Traffic Impact Assessment Study for “Sri Balaji Action Medical Institure” Being developed by M/s Lala munni Lal Mange Ram Charitable Trust