form 1, form 1a & conceptual plan...

FORM 1, FORM 1A & CONCEPTUAL PLAN

FOR

PROPOSED CONSTRUCTION OF NEW HOSPITAL AT

SIRASPUR, NEW DELHI

AT KHASRA No. 401, 402, 403, 404, 405, 406, 407, 408, 409, 410, 411, 412, 413, 414, 415/2, 521, 522, 523, 531, 532, 533, SIRASPUR, NORTH WEST DELHI,

NEW DELHI

Project Activity - 8(a) “Building & Construction Projects”

Project Category – B2 Type of project - New

PROJECT PROPONENT

Executive Engineer Public Work Department (GNCTD)

Health Project Division (North) Dr. BSA Hospital Campus, Sector-6,

Rohini, New Delhi- 110085

E-mail id – [email protected]

ENVIRONMENT CONSULTANT

M/S. ASERIES ENVIROTEK INDIA PVT. LTD QCI/NABET Accredited Consultant

NABET Certificate No- NABET/EIA/1922/IA0048 B-107, B Block, Sector 6, Noida, Uttar Pradesh 201301

E -mail: [email protected] Contact- 0120- 4213298 +91-9990366186

mailto:%[email protected]

Proposed New Hospital at Siraspur, New Delhi Form-IA

Prepared by: Aseries Envirotek India Pvt Ltd, Noida

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary

attach explanatory notes with the Form and submit along with proposed Environmental

Management Plan & Monitoring Programme).

SECTION 1- LAND ENVIRONMENT:

(Attach panoramic view of the project site and the vicinity)

1.1 Will the existing land use get significantly altered from the project that is consistent

with the surroundings? (Land use must conform to the approved Master

Plan/Development Plan of the area. Change of land use, if any and the statutory approval

from the competent authority are submitted). Attach Maps of (i) site location, (ii)

surrounding features of the site (within 500 meters) and (iii) the site (indicating levels &

contours) to appropriate scales. If not available attach only conceptual plans.

No

The project site is open land. It is anticipated that the development activities of the project will

not have an adverse effect on the land use activities in the project area. The project is being

developed on the total plot area of 80,838 m2. The proposed construction of New Hospital at

Siraspur, New Delhi. So, the landuse pattern is not undergoing any change.

Geographically, the project site is located at:

28°45'27.28"N & 77° 8'51.67"E

28°45'33.63"N & 77° 8'49.39"E

28°45'31.54"N & 77° 8'39.53"E

28°45'23.83"N & 77° 8'44.09"E

28°45'23.19"N & 77° 8'43.63"E

28°45'26.87"N & 77° 8'41.60"E

28°45'26.89"N & 77° 8'33.51"E

28°45'23.41"N & 77° 8'33.54"E

Map showing the project location and the project vicinity is given in Figure 1:



Figure-1: Google Image of the Project Site

Table 1: CONNECTIVITY

S. No. Detail Distance Direction

1. Nearest Highway (NH-1) Adjacent East

2. Badali Railway Station 1.5 Km South-West

3. Indira Gandhi International Airport (IGI) 22 Km SW

1.2 List out all the major project requirements in terms of the land area, built up area,

water consumption, power requirement, connectivity, community facilities, parking

needs etc.

LAND REQUIREMENT

Table 2: Area Statement

S. No. Particulars Area ( m2)

1. Project Name

Proposed Construction of New Hospital at

Siraspur, New Delhi by Health Project Division

(North), PWD.



2. Activity in the complex Multi-Specialty Hospital

3. Total area 80,838 m

2 (Plot A= 57360 m

2 + Plot B =23478 m

2)

(19.97 acres)

4.

Permissible Ground coverage @

40% of total area

22944 m2.

Permissible additional ground

coverage for multilevel automated

parking (@ 5%)

2868 m2

5. Proposed Ground coverage @

15.63 % of Plot A area

8966 m2

6. Proposed FAR @ 75 % 60200 m2

7. Built-up area (FAR + Non-FAR) 92266 m2

8. Maximum height 45 m

9. Maximum No. of Floor B+G + 11

13. Power Requirement & Sources 8000 KVA

Source: State Electricity Board

14. No. of DG sets 4 no. of DG sets (3X 2000 & 1X 500) having total

capacity of 6500 KVA

15. Water requirement & Sources

Total Water Requirement: 975.65 KLD

Fresh Water Requirement: 602 KLD

Treated Water Requirement: 373.65 KLD

Source: Municipal Water Supply/DJB

16. Sewage Treatment & Disposal

STP capacity : 650 KLD

ETP capacity : 130 KLD

Sewage discharge: 373.65 KLD of treated water

will be obtained from STP & ETP after treatment,

out of which 195.17 KLD shall be utilized for the

purpose of flushing, 53.36 KLD for greenbelt

development, 35.10 KLD for DG Cooling, 90

KLD for HVAC cooling.

17. Estimated Population 6698 persons

18. Connectivity

The project site is connected to NH-1 (Srinagar-

Delhi Highway) which shall provide access to

other parts of the city.

19. Proposed Green Area @ 33 % 26680 m2

20. Cost of the project 480 Crores (Approx)

*FAR = Floor Area Ratio



1.3 What are the likely impacts of the activity on the existing facilities adjacent to the

site? (Such as open spaces, community facilities, details of the existing land use and

disturbance to the local ecology).

The project being a well planned activity will result in organized open spaces and green areas.

About 26680 m2 of the area is earmarked for landscaping. There shall have some impacts on

water, air environment, power requirement but it shall be mitigated by providing proper pollution

control facilities. STP shall be provided for treatment of recycling of sewage there by reducing

fresh water demand. Also for water conservation, rain water harvesting shall be done. Power

consumption shall be reduced by using energy saving practices. Impact on air quality shall be

reduced by plantation of trees on green cover area. This project will generate employment during

construction phase & operation phase and there by shall have positive impact on socio economy.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence &

instability? (Detail of soil type slope analysis, vulnerability to subsidence, seismicity etc may

be given).

There shall be no land disturbance resulting in erosion, subsidence and instability as it is a flat

land. The project site falls under the zone IV as per Earthquake Hazard Map of India. The project

will be earthquake resistant taking into account the latest provisions of Indian Standards Codes.



Source: Maps of India

Figure 2:- Earthquake Hazard Map of Maharashtra showing Project Site

1.5 Will the proposal involve alteration of natural drainage system? (Give details on a

contour map showing the natural drainage near the project site).

No perennial or non-perennial drainage system is found to exist in the project area or being

obstructed by the project. Contour map showing the natural drainage near the project site.

1.6 What are the quantities of earthwork involved in the construction activity-cutting,

filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of

fill materials from outside the site etc?)

The excavation work will involve in the proposed project for carrying out leveling work only.

The filling works will be done by the excavated material and no extra material will be used.

1.7 Give details regarding water supply, waste handling etc. during the construction period.

Water requirement during development phase will be met from STP treated water from

authorized/ approved suppliers.

PROJECT

SITE



Waste handling during the construction phase shall be done by the site contractor whose

responsibility lies with collection and storage of construction and demolition waste generated

on the site. All construction wastes generated during construction will be used within the site

itself for filling the floors, roads, aggregate for mortar etc. to the extent feasible. Remaining

will be sent to the agency for proper disposal.

1.8 Will the low lying areas & wetlands get altered? (Provide details of how low lying

and wetlands are getting modified from the activity).

No. The site area is a flat land and the surroundings are characterized by an urbanized stretch. No

low lying areas or wetlands are found in the vicinity of the project site.

1.9 Whether construction debris & waste during construction cause health hazard?

(Give quantities of various types of wastes generated during construction including the

construction labor and the means of disposal).

No health hazards are expected during the construction phase. The laborers will be provided with

face masks to minimize dust inhalation. A significant portion of the construction waste and wood

scrap generated will be used on the site. The remaining waste will be transported to a

government approved dumping site. The quantity of domestic waste generated will be very little,

as mostly local laborers will be employed. However, the wastes generated will be collected and

disposed by an authorized agency.

SECTION-2 WATER REQUIREMENT

2.1 Give the total quantity of water requirement for the proposed project with the breakup

of requirement for various uses, how will the water requirement met? State the sources &

quantities and furnish a water balance statement.

The water will be supplied through Municipal Water Supply. Total water requirement of the

project will be approximately 556.0 KLD.

Calculations for Daily Water Demand

S. No. Description Occupancy

Rate of water

demand (lpcd)

Total Water

Requirement (KLD)

A. Domestic water

IPD patients/Beds 1164 450 523.8

Attendants with Indoor 1164 135 157.14



patients

OPD patients with

attendants

3200 15 48

Doctors 100 45 4.5

Staff (Nurses, Technicians

& Workers)

750 85 63.75

Sub-Total (A) 797.19 KLD

B. Horticulture 26680 m2 2 L/sqm 53.36

C. DG Cooling* 6500 kVA 0.9 lit/KVA/hr 35.10

D. HVAC Cooling (TR) 900 10hr/TR/10 ltr 90

Grand total (A+B+C+D) 975.65 KLD

Total Wastewater Calculations w.r.t. ETP

Total Wastewater Calculations w.r.t. STP

S. No. Description Quantity (KLD)

1. Fresh and flushing water requirement for the hospital

including:

IPD (@15% of total IPD water requirement)

OPD (@100% of total OPD water requirement)

OT, Blood Bank and Lab

146.57

78.57

48

20

2. Wastewater going to ETP @ 80% of (78.57 + 48.00

KLD) and 100% of 30 KLD

101.26 + 20 = 121.26

3. ETP Capacity 130


1. Fresh water requirement for the hospital

(excluding IPD, OPD, OT, Blood Bank & Lab)

@ 70% of (797.19 – 146.57 = 650.62 KLD)

455.45

2. Flushing water requirement for (excluding IPD,

OPD, OT, Blood Bank & Lab) @ 30% of

(797.19 – 146.57 = 531.47 KLD)

195.17

3. Wastewater going to STP @ 80% of (455.45

KLD) and 100% of (195.17 KLD)

364.36 + 195.17 =

559.53

4. STP Capacity 650



FRESH WATER for the

Hospital excluding IPD,

OPD, OT, etc.

(455.45 KLD)

WASTEWATER GENERATED

(364.36 + 195.17 = 559.53 KLD)

STP CAPACITY 650 KLD

FLUSHING WATER

For the Hospital excluding

IPD, OPD, OT, etc.

(195.17 KLD)

@ 100%

195.17 KLD

Wastewater

Fresh Water

TOTAL FRESH WATER

REQUIREMENT

(146.57+455.45 KLD =

602.02 KLD)

FRESH & FLUSHING

WATER

For IPD, OPD, OT,

etc.

(146.57 KLD)

(

EFFLUENT GENERATED

121.26 KLD

ETP CAPACITY 130 KLD

53.36 KLD

146.57 KLD

HORTICULTURE

(53.36 KLD)

@ 90 %

503.58 KLD

@ 80%

455.45 KLD

Treated Effluent

DISCHARGE TO

EXTERNAL SEWER

(239.08 KLD)

125.10 KLD DG COOLING + HVAC

(125.10 KLD)

@90%

109.13 KLD

Figure 3:- Water Balance



2.2 What is the capacity (dependable flow or yield) of proposed sources of water?

There will be municipal supply/Delhi Jal Board for the Hospital Project and it is a dependable

source of water.

2.3 What is the quality of water required, in case, the supply is not from a municipal

source? (Provide physical, chemical, Biological characteristics with class of water quality).

Not Applicable as the water requirement will be fulfilled from Municipal Water Supply/ Delhi Jal

Board.

2.4 How much of water requirement can be met from the recycling of treated

wastewater? (Give the details of quantities, sources and usage)

The water requirement for domestic purpose and landscaping will be met through fresh water

requirement sourced by Municipal Water Supply/Delhi Jal Board.

The total sewage water generated (i.e. 559.53 KLD) shall be treated in STP in capacity of 650

KLD and approx.121.26 KLD of Effluent generated which will be treated in proposed 130 KLD

ETP within the project premises.

All secondary requirements like flushing (195.17 KLD), DG cooling (35.10 KLD) and HVAC

cooling (90 KLD) & gardening (53.36 KLD), will be fulfilled by treated sewage 559.53 KLD

from STP. Excess treated sewage water shall be given to nearby construction site outside the plot/

discharge into sewer line and treated effluent will discharge into sewer line.

2.5 Will there be diversion of water from other users? (Please assess the impacts of the

project on other existing uses and quantities of consumption).

No, there will be no diversion of water from other users. Municipal Water Supply/ Delhi Jal Board

has common water supply.

2.6 What is the incremental pollution load from wastewater generated from the activity?

(Give details of the quantities and composition of wastewater generated from the activity)

It is expected that waste water (domestic sewage) generated from the project will be approx.

503.58 KLD (@ 80% of fresh water, 100% flushing water). The domestic sewage will be treated

in onsite STP capacity of 650 KLD generating 503.58 KLD of treated effluent which will be



reused for Flushing, Horticulture, HVAC & DG cooling. Surplus treated effluent will be

discharged to external sewer.

The wastewater (trade effluent) generated from OPD, IPD, OT, Blood bank and Labs will be

approx. 121.26 KLD which will be treated in onsite ETP of 130 KLD capacity.

Table-5: Composition of Wastewater Generation

(A) ETP Characteristics

S. No. PARAMETERS Inlet Characteristics Outlet Characteristics

1. pH 5.5-8.5 6.5-8.5

2. Total suspended solids 200-300 mg/lit <30 mg/lit

3. Oil & Grease 20-40 mg/lit <10 mg/lit

4. Biological Oxygen Demand (BOD)

(5 day at 20°C)

250-350 mg/lit <5 mg/lit

5. C.O.D. 450-600 mg/lit <100 mg/lit

(B) STP Characteristics

1. Wastewater Details

(a) Daily load : 457 KLD (STP)

(b) Duration of flow to STP : 24 hours

(c) Temperature : Maximum 32oC

(d) pH : 6.0 to 8.5

(e) Colour : Mild

(f) T.S.S. (mg/l) : 300-450 mg/l

(g) BOD (mg/l) : 200-300 mg/l

(h) COD (mg/l) : 300-450 mg/l

(i) Oil & Grease ABS : < 50 mg/l

2. Final discharge characteristics

(a) pH : 6.0 to 8.5

(b) Oil & Grease : <10 mg/l

(c) B.O.D. : <5 mg/l

(d) C.O.D. : <150 mg/l

(e) Total Suspended Solids : <90 mg/l



2.7 Give details of the water requirements met from water harvesting? Furnish details

of the facilities created.

The storm water collection system for the premises shall be self-sufficient to avoid any

collection/stagnation and flooding of water. The amount of storm water run-off depends upon

many factors such as intensity and duration of precipitation, characteristics of the tributary area

and the time required for such flow to reach the drains. The drains shall be located near the

carriage way along either side of the roads. Taking the advantage of road camber, the rainfall run

off from roads shall flow towards the drains. Storm water from various parts of the building shall

be connected to adjacent drain by a pipe through catch basins. Therefore, it has been calculated

to provide 5 rainwater harvesting pit 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.

Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak

hourly rainfall has been considered as 45 mm/hr. Dimensions of the recharge pits are 6.23m ×

2.7 m × 3 m will be constructed for recharging the water. Inside the recharge pit, a recharge bore

will be constructed having adequate diameter depth. 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.



Calculations for storm water load

Roof-top area = Ground Coverage = 8966 m2

Green Area = 26880 m2

Open Area = 23478 m2

Paved Area = Total Plot Area – (Roof-top Area + Green Area + Open Area)

= 80838 – (8966 + 26880 + 23478)

= 29614 m2

Runoff Load

Roof-top Area = 8966 × 0.045× 0.8

= 322.78 m3/hr

Green Area = 26880 × 0.045 × 0.15

= 181.44 m3/hr

Open Area = 23478 × 0.045 × 0.15

= 158.48 m3/hr

Paved Area = 29614 ×0.045 ×0.7

= 932.84 m3/hr

Total Runoff Load = (322.78 + 181.44 + 158.48 + 932.84) m3/hr

= 1595.54 m3/hr

Taking 15 minutes Retention Time, total volume of storm water = 1595.54/4

=398.88 m3

The effective length, breadth and depth of a Recharge pit are 6.23 m, 2.7 and 3.0 m respectively.

Volume of a single Recharge pit (a) = L X B X H = 6.23m × 2.7 m × 3 m

= 50.463 m3

Hence No. of Rain Water Harvesting pit required = 398.88/50.463

= 7.9 say 8

8 Rain Water Harvesting pits have been proposed for artificial ground water recharge within the

project premises.



Figure 4: Rain Water Harvesting Pit Design

2.8 What would be the impact of the land use changes occurring due to the project on

the runoff characteristics (quantitative as well as qualitative) of the area in the post

construction phase on a long term basis? Would it aggravate the problems of flooding or

water logging in any way?

The project will include paved areas and thus the runoff is expected to increase due to reduced

infiltration. However, the increased runoff will not cause flooding or water logging as a well

designed storm water drainage will be provided. The runoff will finally be collected into

rainwater harvesting pits for groundwater recharge. The quality of runoff is expected to improve

due to paved areas.



2.9 What are the impacts of the proposal on the ground water? (will there be tapping of

ground water; give the details of ground water table, recharging capacity and approvals

obtained from competent authority, if any)

Water demand will be fulfilled from Municipal Water Supply/Delhi Jal Board. No adverse

impact is expected on this account as extensive rainwater harvesting will be implemented across

the project site. To reduce the freshwater demand and hence the groundwater stress, recycled

wastewater is proposed to be used for landscaping and flushing.

2.10 What precautions/ measures have been to check the surface run-off, as well as

uncontrolled flow of water into any water body?

The following management measures are suggested to protect the water quality are:

Avoid excavation during monsoon season.

Care would be taken to avoid soil erosion.

Community toilets shall be constructed on the site during construction phase and the

wastewater will be channelized to the septic tank in order to prevent wastewater from entering

the water bodies.

Any area with loose debris/soil within the site shall be fully planted by local plant species.

To prevent surface and ground water contamination by oil/grease, leak proof containers would

be used for storage and transportation of oil/grease. The floors of oil/grease handling area

would be kept effectively impervious.

Collection and settling in the storm water, prohibition of equipment wash downs, prevention of

soil loss and toxic release from the construction site will be adhered to minimize water

pollution.

2.11 How is the storm water from within the site managed? (State the provisions made to

avoid flooding of the area, details of the drainage facilities provided along with a site layout

indication contour levels).

Most of the storm water produced on site will be harvested for ground water recharge. Thus

proper management of this resource is a must to ensure that it is free of contamination. A

detailed Storm Water Management Plan will be developed which will consider the sources of

storm water. The plan will incorporate best management practices which will include the

following:



Regular inspection and cleaning of storm drains.

Installation of clarifiers or Oil/ Water separators/traps system of adequate capacity

around parking areas and garages as per requirement.

Avoid application of pesticides and herbicides before wet season.

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 drains.

Good housekeeping in the above areas.

2.12 Will the deployment of construction laborers particularly in the peak period lead to

unsanitary conditions around the project site (Justify with proper explanation).

No, mostly local laborers will be employed during the construction phase and thus negligible

quantities of wastes will be generated. Mobile toilets are proposed and the wastewater generated

will be collected in septic tanks.

2.13 What on-site facilities are provided for the collection, treatment & safe disposal of

sewage? (Give details of the quantities of wastewater generation, treatment capacities with

technology & facilities for recycling and disposal).


503.58 KLD (@ 80% of fresh water, 100% flushing water). The domestic sewage will be

treated in onsite STP capacity of 650 KLD generating 503.58 KLD of treated effluent which

will be reused for Flushing, Horticulture, HVAC & DG cooling. Surplus treated effluent will

be discharged to external sewer.

Separate garbage bins with different color will be provided for the management of bio-

degradable and non-bio-degradable waste.

2.14 Give details of dual plumbing system if treated waste used for flushing of toilets or

any other use.

Color coding for dual plumbing system shall be done as per standard practices.



SECTION-3: VEGETATION

3.1 Is there any threat of the project to the biodiversity? (Give a description of the local

ecosystem with its unique features, if any).

No ecologically sensitive area falls within the project site. Hence, no ecological/ biological threat

has been anticipated.

3.2 Will the construction involve extensive clearing or modification of vegetation?

(Provide a detailed account of the trees & vegetation affected by the project)

There will be clearing of bushes & wild grasses at the project site, while existing trees will be

retained to enhance the aesthetic value of the region and also provide an excellent habitat for

various faunal group.

3.3 What are the measures to be taken to minimize the likely impacts on important site

– features (Give details of proposal for tree plantation, landscaping creation of water

bodies etc along with a layout plan to an appropriate scale?)

Landscape will be developed within the project premises along with internal parks and lawns.

The landscape area of the project is 60045.49 m2 i.e. 60.64 %. Plantation would be of large leaf

trees that provide adequate shade and are evergreen to semi-evergreen.

SECTION 4: FAUNA

4.1 Is there likely to be any displacement of fauna both terrestrial and aquatic or

creation of barriers for their movement? Provide the details.

No. The existing land use around the site is urban and does not provide a habitat for wild species.

The prominent landscape will provide an excellent habitat for the native fauna.

4.2 Any direct or indirect impacts on the avifauna of the area? Provide details.

The project will not have any direct or indirect impacts on the avifauna of the area. However,

planting of trees bearing fruits will be an attraction to the local bird population.

4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on

fauna.

No direct or indirect impact on fauna is envisaged.



SECTION 5: AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heat

islands? (Give details of background air quality levels with predicted values based on

dispersion models taking into account the increased traffic generation as a result of the

construction).

All the predicted values of the pollutants in the operation scenario are within permissible limits

of National Ambient Air Quality Standards (NAAQS) issued by Central Pollution Control Board

(CPCB) dated November 18, 2009.

5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous

gases? Give details in relation to all the meteorological parameters.

Sources of Air pollution During Construction phase :

Increase in level of dust and other air pollutants due to building construction and other

related activities.

Emissions from vehicles carrying the construction materials.

Emissions from DG sets.

Open burning of solid wastes can cause air pollution.

Mitigation Measures:

• Use of water for dust suppression and polymeric dust suppression system (wherever possible).

• Use of covering sheets shall be done for trucks carrying construction material to prevent air

borne dust.

• All material storages shall be adequately covered to avoid dust / particulate emissions.

• Use of CPCB approved DG sets.

• Proper maintenance of DG sets.

• Adequate parking provision and proper traffic movement for smooth traffic flow.

• Vehicles having valid pollution under control certificate shall be allowed to ply on site.

• Open burning of solid waste shall be prohibited.

• Regular health checkup of the workers.

• Use of the standard personal protective equipments like masks, goggles etc.



Sources of Air pollution During Operational phase:

• The gaseous emissions from vehicles.

• Emissions from DG sets.

Mitigation Measures:

• DG sets with acoustic enclosures is to be installed and stacks height to be kept as per Central

Pollution Control Board (CPCB) norms to allow effective dispersion of pollutants.

• Periodic monitoring of SPM and SO2 concentration and thereby schedule and implement proper

maintenance of DG sets.

• Plantation of trees of various varieties shall be planted on ground.

5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of

the present level of transport infrastructure and measures for improvement including the

traffic management at the entry and exit to the project site.

Adequate provision will be kept for car/ vehicles parking at the project. There shall also be

adequate provision for visitors parking so as not to disturb the traffic and allow smooth

movement at the site.

5.4 Provide details of the movement patterns with internal roads, bicycle tracks,

pedestrian pathways, footpaths etc, with areas under each category.

Internal roads of adequate width, footpaths/ pedestrian pathways have been well planned for the

project.

5.5 Will there be significant increase in traffic noise & vibrations? Give details of the

sources and the measures for mitigation of the above.

No significant impact of noise has been anticipated within and outside of the project site due to

provision of wide roads for smooth flow of traffic and avenue plantation along the roads. Noise,

due to the traffic, within site, will result in a marginal increase in the noise levels because noise

control measures shall be provided in vehicles & DG sets as mentioned below, which will

cause slight increase in noise level.



5.6 What will be the impact of D.G. sets and other equipment on noise levels and

vibration in ambient air quality around the project site? Provide details.

During operational phase of the project, vehicular movement and operation of DG sets will be

the major sources of noise pollution. But both these activities- DG set and vehicular movement

will not have any significant impact on the people residing in the area. Since DG set will not be

operational continuously and moreover it will be placed away from populated area and will be

enclosed with suitable enclosures. Hence, no or minimal impact will be anticipated due to DG set

and vehicular emission. It is envisaged that the movement of the motor vehicles will be restricted

to designated carriageways only.

Impacts on Air Quality due to DG Sets

• Impacts on ambient air during operation phase would be due to emissions from the stacks

attached to backup DG sets only during grid power failure.

Mitigation Measures for Impacts of DG Sets on Ambient Air Quality

• Back up DG sets will comply with the applicable emission norms.

• Adequate stack height for DG sets will be provided as per norms.

• Back up DG sets will be used only during power failure.

• Monitoring of emissions from DG sets and ambient air quality will be carried out as per

norms.

SECTION-6 : AESTHETICS

6.1 Will the construction in any way result in the obstruction of a view, scenic amenity

or landscapes? Are these considerations taken into account by the proponents?

The construction of proposed project is well planned. Thus, no obstruction of view or scenic

beauty or landscape is anticipated. Furthermore, the construction will be planned in such a way

that the organized open spaces and landscaped areas will render the plot aesthetically appealing.

6.2 Will there be any adverse impacts from new constructions on the existing

structures? What are the considerations taken into account?

All precautions will be taken to mitigate the impact due to water, air and noise pollution during

construction and operation phase. Environmental Management Plan is prepared and shall be

implemented along with Environmental Monitoring Programme.



6.3. Whether there are any local considerations of urban form & urban design

influencing the design criteria? They may be explicitly spelt out.

The project will strictly follow the Area Building Regulation Norms of NBC. All norms on

Ground Coverage, FAR, Height, Setbacks, Fire Safety Requirements, Structural Design and other

parameters will be strictly adhered to.

6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if

any other significant features in the vicinity of the site have been considered?

No anthropological or archaeological sites or artifacts are found near the site area.

SECTION-7: SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any changes to the demographic structure of local

population? Provide the details.

There will be no change in demographic structure.

Construction phase: Since local laborers will be engaged during construction phase, alteration

to the existing demographic profile of the area is not anticipated.

Operation phase: The changing demography in the area is another impact that needs attention.

The project will mainly lead to spatial redistribution of local population and hence no

considerable influx of population is envisaged owing to the project.

7.2 Give details of the existing social infrastructure around the project.

All sorts of social infrastructure like transportation facilities, water supply & sanitation facilities,

communication facilities, educational institutes, hospital, markets, banks, cultural amenities etc.

already exist in surrounding area.

7.3 Will the project cause adverse effects on local communities, disturbance to sacred

sites or other cultural values? What are the safeguards?

Construction phase: There are no religious sites or archeological monuments of historical

significance in the project site. Hence, no adverse impact in this regard is anticipated. Rather,

this phase will generate jobs that relate to unskilled, semi skilled as well as skilled labour

category. Few supervisory positions will also open up, for which local candidates will be

considered based on merit.



Operation phase: The project will provide state-of-the-art facility in the area, thereby improving

the quality of life. The project of such scale will also boost the local economy.

SECTION-8: BUILDING MATERIALS

8.1 May involve the use of building materials with high embodied energy. Are the

construction materials produced with energy efficient processes? (Give details of energy

conservation measures in the selection of building materials and their energy efficiency)

Building materials choices are important in sustainable design because of the extensive network

of extraction, processing and transportation steps required to process them. Activities to create

building materials pollute the air and water, destroy natural habitats and deplete natural resources.

When new materials are used in buildings, it is important to consider different sources. Salvaged

materials can substitute for new materials, save on material costs and perhaps add character to the

building. Recycled content materials reuse waste products that would otherwise be deposited in

landfills. The use of local materials supports the local economy and reduces the impacts of

transportation. Use of the building materials and products that are extracted and manufactured

within the region, shall be done in this project thereby supporting the regional economy and

reducing the environmental impacts resulting from transportation.

The conservation material & resources strategy will be achieved through the following:

• Reducing and Reusing of Waste

• Using recycled material in construction

• Use of Regional Material in construction

• Pozzolana Cement containing up to 20% fly ash will be used for plaster, masonry, flooring

• Old bricks will be used for water proofing

• Brick Bat Coba water proofing will be done with old bricks

• Low VOC (volatile organic compound) paints will be used.

• Energy efficient materials and systems will be utilized.

• Use of single glazed glass for windows.

Energy Conservation Measures:

• Provision of Solar Panels for apartment internal lighting , fan load and water heating

• Street area lights based on Biogas generator

• Provision of LED lights



• Use of Electronic Ballast

• Use of timers in buildings common lighting and external lighting

• Use of Star rated geysers and AC

8.2 Transport and handling of materials during construction may results in pollution,

noise and public nuisance. What measures are taken to minimize the impacts?

Mitigation Measures for Air Pollution during Construction Stage:

• Construction materials will be suitably covered with tarpaulin cover etc during

transportation.

• Water sprinkling shall be done on haul roads where dust generation is anticipated.

• Raw material storage and handling yard will be enclosed from all sides.

• To minimize the occupational health hazard, proper personal protective gears i.e. mask shall

be provided to the workers working in the dust prone areas.

Mitigation Measures for Noise Pollution during Construction Stage:

• Administrative as well as engineering control of noise will be implemented.

• Isolation of noise generation sources and temporal differentiation of noise generating

activities will ensure minimum noise at receiver’s end.

• To prevent any occupational hazard, suitable PPCs shall be provided to the workers working

around construction plant & machinery emitting high noise levels.

• Use of such plant or machinery shall not be allowed during night time. Careful planning of

machinery operation and scheduling of operations shall be done to minimise such impact.

8.3 Are recycled materials used in roads and structures? State the extent of savings

achieved?

The conservation material & resources strategy will be achieved through the following:

• Reducing and Reusing of Waste

• Using recycled material in construction

• Use of Regional Material in construction

• Pozzolana Cement containing up to 20% will be used for plaster, masonry, flooring

• Old bricks will be used for water proofing



• low VOC paints will be used

• Energy efficient materials and systems will be utilized

• Use of single glazed glass for windows

8.4 Give detail of the methods of collection, segregation & disposal of the garbage

generated during the operation phases of the project.

The total solid waste generated during operation phase of the project shall be approx. 3234

kg/day (@1.5 kg/bed for IPD patients, @ 0.5 kg per capita per day for staffs and IPD patient

attendants @ 0.15 kg/day for the outpatients.

Total Bio medical waste from the hospital will be approx. 291 kg/day. Following arrangements

will be made at the site in accordance to Municipal Solid Waste (Management and Handling)

Rules, 2016 and Bio-Medical Waste (Management and Handling) Rules, 2016.

Table : Calculation of Total Solid Waste

S. No. Category Waste (Kg/capita/d) Waste generated (kg/d)

1. Inpatients 1164 @ 1.5 kg/day 1746

2. Staffs and IPD Patient

attendants

2014 @ 0.5 kg/day 1007

3. Out-Patients + Attendants +

Visitors

3200 @ 0.15 kg/day

480

4. Landscape waste (6.59 acre) @ 0.2 kg/acre/day 1.32

Total Solid Waste 3234 kg/d

8. Bio-Medical waste @ 25% of the waste

generated/bed 291 kg/d



Figure-5: Solid Waste Management (Operation Phase)

Collection and Segregation of waste

1. For Hospital waste collection, adequate numbers of colored bins (Red, Yellow, Black,

Blue and dark blue bins) are proposed to be provided at the strategic locations of the

Hospital area.

Hospital Waste

Waste sharps and

Solid waste Discarded

medicines, cytotoxic

drugs and chemical

waste

General waste such

as waste from

admin block, food

waste & garden

waste

Microbiological and

Biological wastes,

Solid waste

Red Bins Blue Bins Black Bins Green Bins

Disposed-off through Govt. approved vendor

with approval of biomedical waste

management

Biodegradable

Waste

Non-Biodegradable

Waste

Composting

through OWC

Disposed-off

through Govt.

approved Vendors



2. Red bins: For the disposal of IV tubings, plastic bottles, syringes without needles,

drainage tubes, catheters, locally autoclaved microbiological waste.

3. Yellow bins: For the disposal of anatomical parts, amputated body parts, placenta. Items

contaminated with blood, and body fluids including cotton, dressings, soiled plaster casts,

lines, bedding, other material contaminated with blood.

4. Black bins: For the discard of paper, wrappers, tissue and other general items.

5. Blue bins: For the disposal of glass bottles, ampoules, broken glass, vials, other glass

items.

6. Dark Blue bins: For the disposal of sharps. Does not contain disinfectant. Includes

needles, stillet, lancets and blades.

Treatment of waste

Bio-Degradable waste:

1. Bio-degradable waste will be disposed-off through a govt. approved vendor for

decomposition.

2. STP sludge is proposed to be used for horticultural purposes as manure.

3. ETP sludge is proposed to be sold out through Govt. vendors.

4. Horticultural Waste is proposed to be composted and will be used for gardening

purposes.

Recyclable waste:

i. Grass Recycling – The cropped grass will be spread on the green area. It will act as

manure after decomposition.

ii. Recyclable waste like paper, plastic, metals etc. will be sold off to local recyclers.

Disposal

Recyclable and non-recyclable waste will be disposed off through local approved agency

as per Municipal Solid Waste (Management and Handling) Rules, 2016. Bio-Medical

waste will be disposed off through govt. approved vendor.

SECTION-9: ENERGY CONSERVATION

9.1 Give details of the power requirements, source and supply, backup source etc. What

is the energy consumption assumed per square foot of built-up area? How have you tried to

minimize energy consumption?

Power Requirement

During Construction Phase -




D.G. Sets: as per requirement

During Operational Phase -


Power Requirement, Sources and Backup Plan

Power Requirement 8000 KVA

Sources of Power State Electricity Board

Backup power supply arrangement 4 no. of DG sets (3x 2000 KVA + 1x500 KVA)

having total capacity of 6500 KVA; will be used in

case of power failure only.

9.2 What type and capacity of power backup do you plan to provide?

Backup power units will be provided by 4 no. of DG sets (3x 2000 KVA + 1x500 KVA) having

total capacity of 6500 KVA. The DG sets will be operated only during power failure.

9.3 What are the characteristics of the glass you plan to use? Provide specifications of

its characteristics related to both short wave and long wave radiation?

It is proposed to adopt suitable thickness of glass, depending upon the panel size to keep the U

value as per the requirement of ECBC.

9.4 What passive solar architectural features are being used in the building? Illustrate

the applications made in the project.

Passive solar design refers the use of the sun’s energy for heating and cooling of living spaces.

Pergolas, projections, façade elements, metal louvers are proposed to be provided for sun

shading to reduce the heat influx into the building and thus reduce the air conditioning loads.

9.5 Does the layout of street & building maximize the potential for solar energy devices?

Have you considered the use of street lighting, emergency lighting and solar hot water

systems for use in the building complex? Substantiate with details.

Layout of buildings has been done as per the sun path analysis so that the design cuts off direct

radiations of critical hours which are specific to the orientation. Solar energy is proposed to be

harnessed through solar street lights etc.



9.6 Is the shading effectively used to reduce cooling/heating lands? What principles

have been used to maximize the shading of walls on the East and the West and the Roof?

How much energy saving has been effected?

Pergolas, projection, façade elements, metal louvers are proposed to be provided to reduce

cooling loads. Green area and open areas will be so spaced that a reduction in temperature is

achieved.

9.7 Do the structures use energy-efficient space conditioning, lightening and mechanical

systems? Provide technical details. Provide details of the transformers and motor

efficiencies, lightening intensity and air conditioning load assumption? Are you using CFC

and HCFC free chillers? Provide specifications.

Yes. The envelope will be designed in such a way that energy efficient internal space can be

achieved. Measures prescribed in Energy Conservation Building Code 2007 will be followed to

reduce the heat influx by walls, roofs and openings. Only prescribed quality of glasses will be

used.

9.8 What are the likely effects of the building activity in altering the micro-climates?

Provide a self assessment on likely impacts of the construction on creation of heat island &

inversion effects?

Heat emissions from the construction may be from the following sources:

Heat absorbed from the paved and concrete structures

Heat generated from equipment/appliances

Heat increase due to population increase

However, the heat generated will not be significant and will be dissipated in the greens

and open areas provided within the project area.

9.9 What are the thermal characteristics of the building envelope? (a) Roof (b) external

walls and (c) fenestration? Give details of the material used and the U value or the R values

of the individual components.

For building envelope, ECBC shall be followed to achieve maximum thermal comforts.



9.10 What precautions & safety measures are against fire hazards? Furnish details of

emergency plans.

Firefighting measures shall be adopted as per the guidelines of NBC. External yard hydrants

installed around all buildings in the complex and galvanized steel fire hose boxes/cabinet

(weather proof). All external yard hydrants shall be at one meter height from finished ground

level as per NBC at a distance of 45 m along the road. External fire hydrants shall be located such

that no portion of any building is more than 45 m from a hydrant and the external hydrants are

not vulnerable to mechanical or vehicular damage.

Fire hydrant system will be provided within the buildings, fire escape staircases and refuge areas

will be provided and the building structures will be planned as per NBC. In addition, it is

proposed to provide 10 kg fire extinguishers for class A, B, and C fires. CO2 extinguishers will

also be provided.

9.11 If you are using glass as wall materials, provide details and specifications including

emissivity and thermal characteristics.

The proposed project is for Residential use and will not involve use of glass as wall material.

9.12 What is the rate of air infiltration in to the building? Provide details of how you are

mitigating the effects of infiltration.

The project will not be centrally air conditioned. Proposed building orientation will achieve

maximum natural ventilation.

9.13 To what extent the non–conventional energy technologies are utilized in the overall

energy consumption? Provide details of the renewable energy technologies used.

Solar energy is proposed to be harnessed through solar street lights etc.

Green area is provided along with tree plantation which will result in natural air cooling and will

reduce the load on conventional energy sources.



SECTION-10: ENVIRONMENT MANAGEMENT PLAN

10.1 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, operation and the entire life cycle to minimize adverse environmental impacts

resulting from the activities of the project. It would also delineate the environmental

monitoring plan for compliance of various environmental regulations. It will state the steps

to be taken in case of emergency such as accidents at the sites including fire.

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, operation

and the entire life cycle to minimize adverse environmental impacts resulting from the activities

of the project. It would also delineate the environmental monitoring plan for compliance of

various environmental regulations. It will state the steps to be taken in case of emergency such as

accidents at the sites including fire, Electrical etc. The detailed EMP for the project is given

below.

10.2 Purpose of EMP

The Environment Management Plan (EMP) is a site specific plan developed to ensure that the

project is implemented in an environmental sustainable manner where all contractors and

subcontractors, including consultants, understand the potential environmental risks arising from

the project and take appropriate actions to properly manage that risk. EMP also ensures that the

project implementation is carried out in accordance with the design by taking appropriate

mitigation actions to reduce adverse environmental impacts during its life cycle. The plan

outlines existing and potential problems that may adversely impact the environment and

recommends corrective measures where required. Also, the plan outlines roles and responsibility

of the key personnel and contractors who will be in-charge of the responsibilities to manage the

project site.

EMP prepares in accordance with rules and requirements of the MoEF and CPCB/ SPCB

To ensure that the component of facility 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 benefits include

cost control and improved relations with the stakeholders.

10.3 Major Elements of EMP

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.

An Environmental Management Plan (EMP) will be required to mitigate the predicted adverse

environmental impacts during construction and operation phase of the project and these are

discussed in later subsections.

10.4 EMP for Air Environment

10.4.1 Construction Phase

To mitigate the impacts of PM 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.

10.4.2 Operation Phase

To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational

phase of the project, following measures are recommended for implementation:

1. DG set emission control measures

2. Vehicular emission controls and alternatives

3. Greenbelt development

1. 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.

2. Vehicle Emission Controls and Alternatives

During construction, vehicles will be properly maintained to reduce emission. As it is a

residential Hospital, 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.



3. 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. The following table indicates various species of the greenbelt that can

be used to act as a barrier.

10.5 EMP for Noise Environment


To mitigate the impacts of noise from construction equipment during the construction phase on

the site, the following measures are recommended for implementation.

1. Time of Operation: Noisy construction equipment would not be allowed to use at night time.

2. 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.


To mitigate the impacts of noise from diesel generator set during operational phase, the following

measures are recommended:

1. Adoption of Noise emission control technologies

2. Greenbelt development

1. Noise Emission Control Technologies

The DG set room will be provided with acoustic enclosure to have minimum 25 dB (A)

insertion loss or for meeting the ambient noise standard whichever is on higher side as per E

(P) Act, GSR 371 (E) and its amendments.

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.

2. Greenbelt Development

Total green area measures 26680 m2 (33% of total plot area) is being proposed. A diverse variety of

indigenous evergreen and ornamental trees would be planted. The plant species will be selected on

the basis of Urban Standard Plantation norms and CPCB guidelines.

10.6 EMP for Water Environment


To prevent degradation and to maintain the quality of the water source, adequate control measures

have been proposed. To check the surface runoff as well as uncontrolled flow of water into any



water body check dams with silt basins are proposed. The following management measures are

suggested to protect the water source being polluted during the construction phase:

Avoid excavation during monsoon season. Care would be taken to avoid soil erosion

Common toilets will be constructed on site during construction phase and the wastewater

would be channelized to the septic tanks in order to prevent enter into the water bodies.

Any area with loose debris within the site shall be planted. To prevent surface and ground

water contamination by oil and grease, leak-proof containers would be used for storage and

transportation of oil and grease. The floors of oil and grease handling area would be kept

effectively impervious. Any wash off from the oil and grease handling area or workshop

shall be drained through imperious drains.

Collection and settling of storm water, prohibition of equipment wash downs and prevention

of soil loss and toxic release from the construction site are necessary measure to be taken to

minimize water pollution.

All stacking and loading area will be provided with proper garland drains, equipped with

baffles, to prevent run off from the site, to enter into any water body.


In the operation phase of the project, water conservation and development measures will be taken,

including all possible potential for rain water harvesting. Following measures will be adopted:

1. Water source development.

2. Minimizing water consumption.

3. Promoting reuse of water after treatment and development of closed loop systems for different

water streams.

1. Water Source Development

Water source development shall be practiced by installation of scientifically designed Rain Water

Harvesting system. Rainwater harvesting promotes self-sufficiency and fosters an appreciation for

water as a resource.

2. Minimizing Water Consumption

Consumption of fresh water will be minimized by combination of water saving devices and other

domestic water conservation measures. Further, to ensure ongoing water conservation, an awareness

program will be introduced for the residents. The following section discusses the specific measures,

which shall be implemented:

a) Domestic and Commercial Usage

Use of water efficient plumbing fixtures (ultra low flow toilets, low flow sinks, water

efficient dishwashers and washing machines). Water efficient plumbing fixtures uses less

water with no marked reduction in quality and service

Leak detection and repair techniques.



Sweep with a broom and pan where possible, rather than hose down for external areas.

Meter water usage: Implies measurement and verification methods.

Monitoring of water uses is a precursor for management.

b) Horticulture

Drip irrigation system shall be used for the lawns and other green area. Drip irrigation can

save 15-40% of the water, compared with other watering techniques.

Plants with similar water requirements shall be grouped on common zones to match

precipitation heads and emitters.

Use of low-angle sprinklers for lawn areas.

Select controllers with adjustable watering schedules and moisture sensors to account for

seasonal variations and calibrate them during commissioning.

Place 3 to 5 inches of mulch on planting beds to minimize evaporation.

c) Promoting Reuse of Water after Treatment and Development of Closed Loop Systems

To promote reuse of wastewater and development of closed loop system for wastewater

segregation, two wastewater schemes are suggested, namely:

1) Storm Water Harvest

2) Wastewater recycling

Storm water harvest as discussed in earlier, will be utilized for artificial recharge of ground water

sources; and wastewater will be reused on site after treatment.

Treated wastewater will be used for landscaping, flushing, DG set cooling and recreational purpose.

Following section discuss the scheme of wastewater treatment.

1) Storm Water Management

Most of the storm water produced on site will be harvested for ground water recharge. Thus proper

management of this resource is a must to ensure that it is free from contamination.

Contamination of Storm Water is possible from the following sources:

Diesel and oil spills in the diesel power generator and fuel storage area

Waste spills in the solid / hazardous waste storage area

Oil spills and leaks in vehicle parking lots

Silts from soil erosion in gardens

Spillage of sludge from sludge drying area of sewage treatment plant cum ETP.

A detailed storm water management plan will be developed which will consider the possible

impacts from above sources. The plan will incorporate best management practices which will

include following:

Regular inspection and cleaning of storm drains



Clarifiers or oil/separators will be installed in all the parking areas.

Oil / grease separators installed around parking areas and garages will be sized according to

peak flow guidelines. Both clarifiers and oil/water separators will be periodically pumped in

order to keep discharges within limits

Covered waste storage areas

Avoid application of pesticides and herbicides before wet season

Secondary containment and dykes in fuel/oil storage facilities

Conducting routine inspection to ensure cleanliness

Provision of slit traps in storm water drains

Good housekeeping in the above areas.

2) Wastewater Treatment Scheme

Proponent will treat the wastewater of the Hospital Project in well-designed sewage treatment plant

cum STP of capacity 650 KLD based on FAB technology.

10.7 EMP for Land Environment


The waste generated from construction activity includes construction debris, biomass from land

clearing activities, waste from the temporary make shift tents for the labors and hazardous waste.

Following section discuss the management of each type of waste. Besides waste generation,

management of the topsoil is an important area for which management measures are required.

1) Construction Debris

Construction debris is bulky and heavy and re-utilization and recycling is an important strategy for

management of such waste. As concrete and masonry constitute the majority of waste generated,

recycling of this waste by conversion to aggregate can offer benefits of reduced landfill space and

reduced extraction of raw material for new construction activity. This is particularly applicable to

the project site as the construction is to be completed in a phased manner.

Mixed debris with high gypsum, plaster, shall not be used as fill, as they are highly susceptible to

contamination.

Metal scrap from structural steel, piping, concrete reinforcement and sheet metal work shall be

removed from the site by construction contractors. A significant portion of wood scrap will be

reused on site. Recyclable wastes such as plastics, glass fiber insulation, roofing etc shall be sold to

recyclers.

Construction sites are sources of many toxic substances such as paints, solvents wood preservatives,

pesticides, adhesives and sealants. Hazardous waste generated during construction phase shall be



stored in sealed containers and disposed off as per The Hazardous Wastes (Management &

Handling) Rules, 1989.

Some management practices to be developed are:

Herbicides and pesticide will not be over applied (small-scale applications) and not applied

prior to rain.

Paint brushes and equipment for water and oil based paints shall be cleaned within a

contained area and will not be allowed to contaminate site soils, water courses or drainage

systems

Provision of adequate hazardous waste storage facilities. Hazardous waste collection

containers will be located as per safety norms and designated hazardous waste storage areas

will be away from storm drains or watercourses

Segregation of potentially hazardous waste from non-hazardous construction site debris

Well labeled all hazardous waste containers with the waste being stored and the date of

generation.

Instruct employees and subcontractors in identification of hazardous and solid waste

Wastes generated from temporary make shift labor tents will mainly comprise of household

domestic waste, which will be managed by the contractor of the site. The sullage generated

will be channelized to the septic tank.

Top Soil Management: To minimize disruption of soil and for conservation of top soil, the

contractor shall keep the top soil cover separately and stockpile it. After the construction

activity is over, top soil will be utilized for landscaping activity.

Other measures, which would be followed to prevent soil erosion and contamination include:

Maximize use of organic fertilizer for landscaping and green belt development

To prevent soil contamination by oil/grease, leaf proof containers would be used for storage

and transportation of oil/grease and wash off from the oil/grease handling area shall be

drained through impervious drains and treated appropriately before disposal

Removal of as little vegetation as possible during the development and re-vegetation of bare

areas after the project.

Working in a small area at a point of time (phase wise construction)

Construction of erosion prevention troughs/berms.

10.7.2 Operational Phase

The philosophy of solid waste management at the proposed complex will be to encouraging the four

R’s of waste i.e. Reduction, Reuse, Recycling and Recovery (materials & energy). Regular public

awareness meetings will be conducted to involve the residents in the proper segregation and storage

techniques. The Environmental Management Plan for the solid waste focuses on three major

components during the life cycle of the waste management system i.e., collection and

transportation, treatment or disposal and closure and post-closure care of treatment/disposal facility.



1) Collection and Transportation

During the collection stage, the solid waste of the project will be segregated into

biodegradable waste and non-biodegradable. Biodegradable waste and non biodegradable

waste will be collected in separate bins. Biodegradable waste will be treated in the project

premises by organic waste converter. The recyclable wastes will be sent off to recyclables.

Proper guidelines for segregation, collection and storage will be prepared as per MSW Rules,

2000 and amended Rules, 2008 & 2016.

To minimize littering and odor, waste will be stored in well-designed containers/ bins that

will be located at strategic locations to minimize disturbance in traffic flow

Care would be taken such that the collection vehicles are well maintained and generate

minimum noise and emissions. During transportation of the waste, it will be covered to avoid

littering.

2) Disposal

With regards to the disposal/treatment of waste, the management will take the services of the

authorized agency for waste management and disposal of the same on the project site during its

operational phase.

10.8 EMP for Ecological Environment

Construction activity changes the natural environment. But Hospital Projectalso creates a built

environment for its inhabitants. The project requires the implementation of following choices

exclusively or in combination.

10.8.1 Construction Stage

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.

10.8.2 Operation Stage

Improvement of the current ecology of the project site will entail the following measures:

1) Plantation and Landscaping

2) Green Belt Development

3) Park and Avenue Plantation

The section below summarizes the techniques to be applied to achieve the above objectives:

1) 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.

2) 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 proposed 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.

The species should be fast growing and providing optimum penetrability

The species should be wind-firm and deep rooted

The species should form a dense canopy

As far as possible, the species should be indigenous and locally available

Species tolerance to air pollutants like SO2 and NO2



The species should be permeable to help create air turbulence and mixing within the belt

should be preferred

There should be no large gaps for the air to spill through

Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces

Ability to withstand conditions like inundation and drought

Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)

Attractive appearance with good flowering and fruit bearing

Bird and insect attracting tree species

Sustainable green cover with minimal maintenance.

3) Parks and Avenue Plantation

3).1. 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.

3).2. Avenue Plantation

Trees with colonial canopy with attractive flowering

Trees with branching at 7 feet and above

Trees with medium spreading branches to avoid obstruction to the traffic

Fruit trees to be avoided because children may obstruct traffic and general movement of

public.

10.9 EMP for Socio-Economic Environment

The social management plan has been designed to take proactive steps and adopt best practices,

which are sensitive to the socio-cultural setting of the region. The Social Management Plan for

Hospital Project focuses on the following components:

10.9.1 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 proposed ambience and facilities

provided, the complex will provide a new experience in living and recreations. Following measures

would be taken to improve the working environment of the area:

Less use of chemicals and biological agents with hazard potential

Developing a proper interface between the work and the human resource through a system

of skill improvement

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 roads

10.10 EMP for Energy Conservation

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

and supply.

Energy conservation will be one of the main focus during the complex planning and operation

stages. The conservation efforts would consist of the following:

1) 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.

2) 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.

3) Behavioral Change on Consumption

Promoting resident awareness on energy conservation

Training staff on methods of energy conservation and to be vigilant to such opportunities.

10.11 Environmental Management System and Monitoring Plan

For the effective and consistent functioning of the proposed complex, an Environmental

Management system (EMS) would be established at the site. The EMS would include the following:

1) An Environmental management cell.

2) Environmental Monitoring.

3) Personnel Training.

4) Regular Environmental audits and Correction measures.

5) Documentation – standards operation procedures Environmental Management Plan and other

records.

1) An Environmental management cell

Apart from having an Environmental Management Plan, it is also proposed to have a permanent

organizational set up charged with the task of ensuring its effective implementation of mitigation

measures and to conduct environmental monitoring. The major duties and responsibilities of

Environmental Management Cell shall be as given below:

To implement the environmental management plan.

To assure regulatory compliance with all relevant rules and regulations.

To ensure regular operation and maintenance of pollution control devices.

To minimize environmental impact of operations as by strict adherence to the EMP.

To initiate environmental monitoring as per approved schedule.

Review and interpretation of monitored results and corrective measures in case monitored

results are above the specified limit.

Maintain documentation of good environmental practices and applicable environmental laws

for a ready reference.

Maintain environmental related records.

Coordination with regulatory agencies, external consultants, monitoring laboratories.

Maintenance of log of public complaints and the action taken.



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 Hospital. The hierarchical structure of suggested Environmental

Management Cell is given in following Figure:

Figure 6: Environment Management Cell

2) 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 Programme

S. No. Type Locations Parameters Period and Frequency

1. Ambient Air Quality

Project Site Criteria Pollutants: SO2, NO2, PM2.5, PM10,CO

Once in a six months.

2. Groundwater (Portability testing)

Project site Drinking water parameters as per IS 10500.


3. Ambient Noise Project site dB (A) levels Once in a six months.

4. Fresh water quality

Municipal Supply

As per IS 10500 potable water standards

Once in a six months

5. Soil quality Project site Organic matter, C.H., N,

Alkalinity, Acidity, heavy metals

and trace metal, Alkalinity,

Acidity.


6. Waste

Characterization

Residential Physical and Chemical composition Daily Basis.

7. Treated water Outlet of STP BOD, MPN, coliform count, etc. Daily Basis.



3) 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: 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.

4) Environment Audit and Corrective Action Plan

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.

Proposed New Hospital at Siraspur, New Delhi Form-I


(I) BASIC INFORMATION

S. No. 1 Details

1 Name of the Project

Proposed Construction of Super Specialty

Hospital at Siraspur, New Delhi by Health Project

Division (North), PWD.

2 Serial No. in schedule 8(a) “Building & Construction Projects” as per

MoEF notification 14/9/2006

3 Proposed capacity/ area/ length/

tonnage to be handled/command

area/lease area/number of wells

to be drilled

Total Plot Area = 19.97 Acres (80,838 m2)

4 New/Expansion/Modernization New

5 Existing capacity/Area etc. Not Applicable

6 Category of project B

7 Does it attract the general

condition? If Yes, please specify No

8 Does it attract the specific

condition? If Yes, please specify No

9 i) Location of unit

ii) Plot, Survey No, Khasra No.

iii) Tehsil

iv) District

v) State

Siraspur

Khasra No. 401, 402, 403, 404, 405, 406, 407,

408, 409, 410, 411, 412, 413, 414, 415/2, 521,

522, 523, 531, 532, 533

North West Delhi

North West Delhi

Delhi

10 Nearest Railway station/Airport

along with distance in kms.

Badli Railway Station approx. 1.5 km away

towards South West direction.

Indira Gandhi International Airport (IGI), which

is approx. 22 Km from the project site in South

West direction.

11 Nearest town, City, Distt. Head

Quarter along with distance in

kms.

Project site falls within the NCT-Delhi

12 Village Panchayat, Zila Parishad,

Municipal Corporation, Local

body(Complete postal addresses

with telephone nos. to be given)

North Delhi Municipal Corporation

13 Name of Applicant Mr. Amit Kumar

14 Regd. Address Executive Engineer

Public Work Department (GNCTD)



Health Project Division (North)

Dr. BSA Hospital Campus, Sector-6,

Rohini, New Delhi-110085

15 Address for correspondence(1):

Name

Designation

Address

Pin Code

E mail

Telephone

Mobile

Fax No.

Mr. Amit Kumar

Executive Engineer




Rohini, New Delhi

110085

Executive Engineer




Rohini, New Delhi

[email protected]

011-27933270

16 Detail of alternative site, if any.

Location of these sites should be

shown on a topo-sheet.

Not applicable in this case.

17 Interlinked Project There is not any interlinked project.

18 Whether separate application for

interlinked project has been

submitted

Not Applicable. In view of item No. 17 above

19 If, Yes Date of Submission Not Applicable. In view of item No. 17 above

20 If no , reason Not Applicable. In view of item No. 17 above

21 Whether proposal involves

approval/clearance under: if yes,

details of same and status to given

a) Forest (conservation) Act

1980?

b) Wild life protection Act

1972?

c) CRZ notification 1991?

No. The unit does not fall in any notified

reserved forest area.

No. The proposed project site does not fall in

any wildlife protected area.

No. The unit does not fall in any Notified coastal

regulation zone.

22 Whether there is any Govt.

order/policy relevant/relating site?

The following Govt. Orders / Policies are to be

followed to the project :-

National Building Code (NBC) of India for

construction of building 2005.



Unified Building Bye Laws Delhi 2016.

Bureau of Energy Efficiency.

Rules & Regulations issued by Airports Authority of

India.

Water Pollution (Prevention & Control) Act, 1974.

Air Pollution (Prevention & Control) Act, 1981.

Environment Protection Act, 1986.

Municipal Solid Waste Rules, 2016.

Hazardous Waste Management & Handling Rules,

2003.

Biomedical Waste Management & Handling Rules,

2016.

EIA Notification, 2006 / 2009

Manual on norms and standards for environment

clearance of large construction projects issued by

MoEF.

23 Forest land involved(hectares) No Forest land is involved in the proposed project.

24 Whether there is any litigation

pending against the project and /

or land in which is project is

proposed to be setup:

a) Name of court

b) Case No.

c) Orders/directions of Court, if

any and its relevance with

the proposed project.

There is no litigation pending against the project

and land.

Therefore, Information required against point a,

b & c is not applicable.

(II) ACTIVITY:

1. Construction, operation or decommissioning of the Project involving actions,

which will cause physical changes in the locality (topography, land use, changes in

water bodies, etc.)

S. No. Information/Checklist

Confirmation Yes/ No

Details thereof (with approximate

quantities/ rates, wherever possible)

with source of information data

1.1 Permanent or temporary change

in land use, land cover or

topography including increase

in intensity of land use(with

respect to local land use plan)

Yes

The site is an open land and after

completion of the project the site will

be part of Siraspur Hospital, New

Delhi. The proposed project has been

approved by Directorate General of

Health Services, Govt. of NCT of

Delhi (Hospital Cell).



1.2 Clearance of existing land,

vegetation and building? No

The site is vacant land so the

construction of project does not require

any clearance of existing Land,

Vegetation & Building.

1.3 Creation of new land uses?

No

There will be no creation of new land

will occur as the site is already marked

for Medical facility for Public by Delhi

Development authority.

1.4 Pre-construction investigations e.g.

bore house, soil testing? Yes

Soil & water testing will be carried out

before construction.

1.5 Construction works?

Yes

The Construction activities will be

confined within the project premises;

there will be no physical change outside

the project boundary.

1.6 Demolition works? No

Project site is vacant land. Hence,

demolition is not required.

1.7 Temporary sites used for

construction works or Housing

of construction workers?

No

The construction activities including

stocking of raw materials will be

confined within the project site only.

No temporary shelters for labour are

proposed. Local labors from nearby

area will be hired. Sanitation facilities

will be developed at site.

1.8 Above ground building,

structures or Earthworks

including linear structures, cut

and fill or excavations

Yes

Excavation will be carried out for

leveling and foundation purpose only.

The excavated soil will be used in

backfilling and other area

development activities.

1.9 Underground work including

mining or tunneling? No

No underground work including

mining/ tunneling is required.

1.10 Reclamation works? No No reclamation work is required.

1.11 Dredging? No No dredging is required.

1.12 Offshore structures? No No offshore structure is required.

1.13 Production and manufacturing

processes? No

No production/ manufacturing process

is involved as the proposed project is a

construction project.

1.14 Facilities for storage of goods or

materials?

Yes

Raw material will be stored at site in a

covered area. Cement will be

separately stored under cover in bales.

Sand will be stacked neatly under

tarpaulin cover. Bricks and steel will

be laid in open.

1.15 Facilities for treatment or Yes Solid Waste:



disposal of solid waste or liquid

effluents?

The solid waste generated from the

project will be in the form of:

Construction Waste:

Left over cement and mortars, cement

concrete blocks, aggregate, sand and

other inorganic material will be

recycled and reused as granular sub-

base (GSB) layer of pavement. Earth

rendered surplus from the excavation

will be utilized in the embankment

works.

Operational Phase:

The solid waste generated from project

will be mainly hospital, and domestic

in nature and the quantity of the waste

will be 3234 kg/day and 291 kg/day

will be the biomedical waste generated

from site. Solid wastes generated will

be segregated into Bio-Medical waste,

biodegradable (waste vegetables and

foods etc.) and non-biodegradable

(papers, cartons, thermocol, plastics,

glass etc.) components and collected in

separate bins. The biodegradable

organic wastes will be treated inside

the premises. Recyclable and non-

recyclable wastes will be disposed

through Govt. approved agency.

Liquid effluents:

During construction phase, sewage will

be treated and disposed through septic

tanks with soak pits. The waste water

in operation phase will be treated up to

tertiary level in a STP of 650 KLD

capacity and the treated sewage will be

reused for toilet flushing, cooling and

horticulture. Dewatered/dried sludge

generated from the STP plant will be

used as manure for green belt

development.

1.16 Facilities for long term housing No Local labour will be hired from nearby



of operational workers? areas during construction phase. So,

there will be no need to create

permanent facilities for long-term

housing of operational workers.

1.17 New road, rail or sea traffic

during construction of

operation?

No

The site has good connectivity to NH-1.

Only internal roads, paths will be

developed for vehicular movements of

construction material during

construction phase, whereas internal

tracks and paths will be developed for

traffic circulation (to avoid any

congestion) during operational phase.

1.18 New road, rail, air waterborne

or other transport infrastructure

including new or altered routes

and stations, ports, airport etc?

No

The site is well connected through the

road network. The nearest highway is

NH-1 which is adjacent to the project

site.

1.19 Closure or diversion of existing

transport routes or infrastructure

leading to changes in traffic

movements?

No

Since the site is well connected to NH-1

which has high traffic density; not

required the diversion or closure of

existing traffic routes.

1.20 New or diverted transmission

lines or pipelines? No No diversion or transmission would be

required due to project.

1.21 Impoundment, damming,

culverting, realignment or other

changes to the hydrology of

watercourses or aquifers?

No

No impoundment, damming,

culverting, realignment or other

changes to the hydrology of surface

watercourses is proposed.

1.22 Stream crossings? No

There is no stream running across the

site.

1.23

Abstraction or transfers of water

from ground or surface waters?

No

Construction Phase :

During the construction phase the water

requirement will be met from Private

water. No ground water will be

extracted. Hence, there will be no

impacts on ground water environment

during construction phase.

Operational Phase :

The water supply will be through

Municipal supply/DJB. The total water

requirement will be approx. 797.19

KLD (starting one time requirement)

during operation phase out of which

total fresh water requirement is 602



KLD.

The total wastewater generation is

559.53 KLD.

1.24

Changes in water bodies or the

land surface affecting drainage

or run-off?

No

There is no any change in water

bodies/drainage. Runoff will increase

due to increased paved surface.

However, increased runoff will be

managed by storm water management

plan.

1.25

Transport of personnel or

materials for construction,

operation or

decommissioning?

Yes

Transport of personnel/ material during

construction and operation phase are

envisaged. Adequate parking space

within the project site for loading and

unloading of materials will be provided.

1.26 Long-term dismantling or

decommissioning or

restoration works?

No

No Long term dismantling or

decommissioning or restoration work

will be involved.

1.27 Ongoing activity during

decommissioning which could

have an impact on the

environment?

No

No decommissioning activity is

involved, Hence, No impact on the

environment by the proposed project is

supposed.

1.28 Influx of people to an area in

either temporarily or

permanently?

Yes

Local laborers from nearby area will be

employed during the construction

phase. In the operation phase, most of

the expected occupants will be from the

surrounding areas. Hence, the project

will lead to a redistribution of

occupants within the city. Thus, no

significant influx of people is

envisaged.

1.29 Introduction of alien species? No

The landscaping will be carried out

with mainly local species with a few

ornamental varieties of flora that are

well suited to the local conditions.

1.30 Loss of native species or genetic

diversity? No

There will be no significant impact on

the native species or genetic diversity.

1.31 Any Other Actions? No Not Applicable

2. Use of Natural resources for construction or operation of the Project (such as land,

water, materials or energy, especially any resources which are non-renewable or in

short supply):


confirmation Yes/No






2.1 Land especially undeveloped or

agricultural land (ha) No

Proposed site is having wild grasses

which shall be cleared and project

shall be developed on undeveloped

land. Local and indigenous plant

species shall also be planted at

proposed project site.

2.2 Water (expected source &

competing users) unit: KLD Yes

During construction phase 200 ML

amount of water will be required

which will be provided by Private

tanker supplier. During operation

phase, water supply will be provided

through Municipal/DJB. About 602

KLD of fresh water will be required

during operation phase of the project.

2.3 Minerals (MT) No Not Applicable

2.4

Construction material – stone,

aggregates, and/soil (expected

source – MT)

Yes All materials for construction will be

arranged through selected suppliers.

2.5 Forests and timber (source – MT) Yes

All material forests and timber will be

provided by selected suppliers.

However steel frames etc. shall be

used to minimize the use of timber

2.6

Energy including electricity and

fuels (source, competing users)

Unit: fuel (MT), energy (MW)

Yes

Power/Electricity Details :

Source : TPDDL

Requirement: The total connected load

for the project will be 8000 kVA. The

load will be supplied by transformers of

total 4 x 2000 kVA capacity.

100% power backup has been

proposed for the project. There will be

4 DG sets of total capacity 6500 kVA

(3 X 2000 KVA + 1 X 500 KVA)

2.7 Any other natural resources (use

appropriate standard units) No

No other natural resource will be

involved in the project except the

mentioned above.

3. Use, storage, transport, handling or production of substances or materials, which

could be harmful to human health or the environment or raise concerns about

actual or perceived risks to human health.

S. No.

Information/Checklist

confirmation

Yes/No Details thereof (with approximate





3.1 Use of substance or materials,

which are hazardous (as per

MSIHC rules) to human health

or the environment (flora, fauna

and water supplies)

Yes Diesel for DG sets will be stored in

drums in earmarked locations. It shall

also be handled as per the

Manufacture, Storage and Import of

Hazardous Chemical Rules, 1989 and

Material Safety Data Sheet.

3.2 Changes in occurrence of

disease or affect disease vectors

(e.g. insect or water borne

diseases)

No Suitable drainage and waste

management measures (with frequent

spray of insecticides etc.) will be

adopted in both the construction and

operational phase such that there will

be no stagnation of water or

accumulation of waste. This will

effectively restrict the reproduction

and growth of disease vectors.

3.3

Affect the welfare of people

e.g. by changing living

conditions?

Yes

This is hospital project availed by

Govt. of NCT Delhi for the public

service.

3.4

Vulnerable groups of people

who could be affected by the

project e.g. hospital patients,

children, the elderly etc

No Impacts of this type are not expected as

it is hospital project.

3.5 Any other causes

No No other causes are involved except

the mentioned above.

4. Production of solid wastes during construction or operation or decommissioning

(MT/month)


confirmation




4.1 Spoil, overburden or mine

wastes No

No such spoil, overburden or mine

wastes will be generated.

4.2 Municipal waste (domestic

and or commercial wastes) Yes

The total municipal solid waste to be

generated is approximately 3234 kg/day.

The inorganic non-biodegradable wastes

will be sold to authorized vendors for

recycling and the biodegradable wastes

will be disposed according to MSW

(Management & Handling) Rules, 2000

and amended Rules, 2016).



4.3

Hazardous wastes (as per

Hazardous Waste

Management Rules)

No

Spent oil from DG sets will be stored in

HDPE drums in isolated covered facility.

This spent oil will be sold to vendors

authorized by DPCC/MoEF&CC for the

treatment of same. Suitable care will be

taken so that spills/leaks of spent oil from

storage could be avoided.

4.4 Other industrial process

wastes No

Not applicable.

4.5 Surplus product No Not applicable

4.6 Sewage sludge or other sludge

from effluent treatment Yes

Sludge generated from the STP plant will

be dried and later will be used as manure

for landscape development.

4.7 Construction or demolition

wastes Yes

The construction waste will consist of

excess earth and construction debris

along with cement bags, steel in bits and

pieces, insulating and packaging

materials etc.

Recyclable waste generating by

demolition of the existing building

construction materials will be sold to

authorized recyclers. Unusable and

excess construction debris will be

disposed at designated places in tune

with the local norms.

4.8 Redundant machinery or

equipment No Redundant machinery will not be

generated.

4.9 Contaminated soils or other

materials No

Contaminated soils or other materials

will not be generated.

4.10 Agricultural wastes

Yes Landscape wastes of 0.12 kg/day will be

generated.

4.11 Other solid wastes No Not Applicable

5. Release for pollutants or any hazardous, toxic or noxious substances to air (Kg/hr).


confirmation Yes/ No




5.1

Emissions from combustion of

fossil fuels from stationary or

mobile sources

Yes

The project does not envisage any

major air pollution sources except

operation of DG sets during power



failure and vehicular traffic.

5.2 Emissions from production

processes No

No production processes is involved.

Hence, there will be no such emissions.

5.3

Emissions from materials

handling including storage or

transport

Yes

Small quantities of fugitive emissions

are envisaged during transport and

handling of construction materials and

also during the demolition of existing

building or structure. Such emissions

will be temporary and controlled by the

use of sprinkling and other viable

techniques like covering of loose

material.

5.4

Emissions from construction

activities including plant and

equipment

Yes

This will be restricted to the

construction phase and the construction

site only.

5.5

Dust or odors from handling of

materials including

construction materials, sewage

and waste

Yes

Dust is anticipated during loading and

unloading of construction material and

excavation of upper earth surface. These

will however be temporary in nature,

which will be controlled by providing

water sprinklers. Tarpaulin cover will

be provided on stored loose materials to

reduce the dust emission.

For odour control: Proper ventilation

shall be provided around STP and OWC

plant.

Proper housekeeping and maintenance

shall be done.

5.6 Emissions from incineration of

wastes No

Not applicable.

5.7

Emissions from burning of

waste in open air (e.g. slash

materials, construction debris)

No

Open burning of biomass/ other

material will be prohibited onsite.

5.8 Emissions from any other

sources No Not Applicable

6. Generation of Noise and Vibration, and Emissions of Light and Heat:




confirmation Yes/No




6.1

From operation of equipment e.g.

engines, ventilation plant,

crushers

Yes

The machinery to be used for

construction will be of high standard

and will adhere to international

standard. These standards itself take

care of noise control/vibration control

and air emission control. Hence,

insignificant impacts due to

construction machinery are envisaged.

Apart from this, the construction

activities will be restricted to day time

only. All the machinery will be of

highest standard of reputed make and

will comply with standard.

6.2

From industrial or similar

processes

No

No industrial processes will be carried

out in the proposed project except

running of various construction

equipments/ machinery. Proper

maintenance of machineries will

reduce the generation of noise and

vibration.

6.3

From construction or demolition

Yes

Due to various construction activities,

there will be short-term noise impacts

in the immediate vicinity of the project

site. The construction activities will

include the following noise generating

activities:

Concreting, mixing & operation of

DG sets.

Construction plant and heavy

vehicle movement.

6.4 From blasting or piling

No No blasting or mechanized piling will

be done.

6.5

From construction or operational

traffic Yes

Some noise will be generated from

vehicular movement in the

construction and operational phase but

that will be mitigated with landscape

development.

6.6

From lighting or cooling systems No

No significant noise impact will result

from lighting or cooling systems.



6.7

From any other sources

No

There will be no other sources for

noise & vibration generation except the

mentioned above.

7. Risks of contamination of land or water from releases of pollutants into the ground

of into sewers, surface waters, groundwater, coastal waters or the sea:

S.No. Information/Checklist

confirmation




7.1 From handling, storage, use or

spillage of hazardous materials

No The used oil from DG sets will be

carefully stored in HDPE drums and

periodically sold to authorized recyclers.

All precautions will be taken to avoid

spillage from storage as per the

Hazardous Wastes norms.

7.2 From discharge of sewage or

other effluents to water or the

land (expected mode and place

of discharge)

No There will be no discharge of untreated

sewage on land or into water bodies.

Adequate treatment of sewage will be

carried out in STP and ETP proposed at

project site. Treated sewage will be re-

used for flushing, landscaping and

HVAC Cooling

7.3 By deposition of pollutants

emitted to air into the land or

into water

No There will be no deposition of pollutants

emitted to air into the land or into water

by any source.

7.4 From any other sources No No other sources are involved except the

mentioned above.

7.5 Is there a risk of long term

buildup of pollutants in the

environment from these

sources?

No

There will be no such risk in the coming

future.

8. Risk of accidents during construction or operation of the Project, which could affect

human health or the environment


confirmation Yes/No




8.1

From explosions, spillages, fires

etc from storage, handling, use

or production of hazardous

substances

Yes

To deal with any fire related accident,

fire-fighting facility of single handed

hydrant valve, long hose reel, and

portable fire extinguisher shall be

provided.



8.2 From any other causes No No other causes are involved except the

mentioned above.

8.3

Could the project be affected by

natural disasters causing

environmental damage (e.g.

floods, earthquakes, landslides,

cloudburst etc)?

No

The project falls under seismic active

Zone IV according to the Indian

Standard Seismic Zoning Map. Suitable

seismic coefficient will be adopted in

horizontal and vertical direction

respectively, while designing the

structure.

9. Factors which should be considered (such as consequential development) which

could lead to environmental effects or the potential for cumulative impacts with

other existing or planned activities in the locality.

S. No.

Information/Checklist

confirmation


quantities/ rates, wherever

possible) with source of

information data

9.1

Lead to development of

supporting facilities, ancillary

development or development

stimulated by the project which

could have impact on the

environment e.g.

Supporting infrastructure

(roads, power supply,

waster or wastewater

treatment, etc.)

housing development

extractive industries

supply industries

other

Yes

Yes

No

No

No

Yes

Appropriate infrastructure like roads,

power supply, waste management and

waste water treatment will be

developed within the project site

Not Applicable

Not Applicable

Not Applicable

Medical facilities will be given to the

people as it is Hospital Project being

proposed by PWD (Health), NCT,

Delhi.

9.2

Lead to after-use of the site,

which could have an impact on

the environment

No Not Anticipated

9.3

Set a precedent for later

developments Yes

The project will provide good health

facilities to the people and better life style

and will set an example for later

developments in the areas.

9.4 Have cumulative effects due to

proximity to other existing or No Not Applicable



planned projects with similar

effects

(III) ENVIRONMENTAL SENSITIVITY


confirmation

Name/ Identity Aerial distance (within

15km.) Proposed project

location boundary

1. Areas protected under

international conventions,

national or local legislation for

their ecological, landscape,

cultural or other related value.

No There is no area under

international conventions,

national or local legislation for

their ecological, landscape,

cultural or other related value.

2. Areas which are important or

sensitive for ecological

reasons – Wetlands,

watercourses or other water

bodies, coastal zone,

biospheres, mountains &

forests

Nallah

Bhalaswa Lake

Yamuna River

80m in East Direction

2.5 Km in SE

6.5 Km in ENE

3. Areas used by protected,

important or sensitive species

of flora or fauna for breeding,

nesting, foraging, resting, over

wintering, migration

Ghoga Forest

Garhi Medu Ghana Jungle

Open Mixed Jungle

11.3 Km n NW

11 Km in SE.

10.8 Km in ESE.

4. Inland, coastal, marine or

underground waters.

Ground water The depth of groundwater is 12-

18 meter below the ground level

5.

State, National boundaries

Delhi- Uttar Pradesh

State Boundary

Delhi- Haryana State

Boundary

6.7 Km in ENE.

9.8 Km in NNE

6. Routes or facilities used by the

public for access to recreation

or other tourist, pilgrim areas.

NH-1

Outer Ring Road

Adjacent with Project site

2.6 Km in SSE

7. Defense installations No Not Applicable

8. Densely populated or built-up

area

Siraspur Adjacent with Project site.

9. Areas occupied by sensitive

manmade land uses (hospitals,

schools, places of worship,

community facilities

Sanjay Global Hospital

Govt. Sr. Secondary

School, Siraspur

Parachin Shiv Mandir,

3.8 Km in SE

0.6 Km in WSW

1.2 Km in SW



IV. TERMS OF REFERNCE FOR EIA STUDIES

Not applicable for 8(a) Schedule of Building Construction Projects.

Samaypur

10. Areas containing important,

high quality or scarce

resources (ground water

resources, surface resources,

forestry, agriculture, fisheries,

tourism, minerals)

No Not Applicable

11. Areas already subjected to

pollution or environmental

damage. (Those where

existing legal environmental

standards are exceeded)

No There is no area which is

subjected to pollution or

environmental damage. All

parameters of Air, Water and

Noise etc. will be maintained

within permissible limit

specified by SPCB/ CPCB

with proper mitigation

measures.

12. Areas susceptible to natural

hazard which could cause the

project to present

environmental problems

(earthquakes, subsidence,

landslides, erosion, flooding or

extreme or adverse climatic

conditions)

No The site falls under the zone

IV as per the Seismic Zone

Map of India.

There are no possibilities of

proposed project site getting

susceptible to natural hazards

as per records available.

Proposed New Hospital at Siraspur, New Delhi CONCEPTUAL PLAN

Public Works Department (Health), Govt. of NCT Delhi 1

CONCEPTUAL PLAN

INTRODUCTION

The project proponent i.e. Health Project Division (North), PWD proposed to Construction of

New Hospital at Siraspur, New Delhi with having plot area of 80,838 Sq.m. (19.97 acres)

however the built-up area for proposed Hospital for Phase-1 is 92,266 m2 for which the

Environment Clearance is being required.

The proposed hospital project is going to offer various facilities such as: Emergency OT,

Pharmacy, OBS Emergency, MRI, X- ray, Ultra Sound Diagnostics, General OTs and IPD

Wards. There is counter which function round the clock in Casualty Block for registration of

Admissions of Indoor Patients, which also serves as reception cum enquiry. Directions, signs

/indicators at strategic points are available for the convenience of patients in all the corridors.

This is an 1164 Bedded Super-speciality Hospital to be constructed near the NH-1 (Delhi-

Srinagar Highway). This building is going to be developed by PWD (Health) Govt. of NCT

New Delhi. Land use of the project site is in conformity with the DDA Master Plan.

SITE DESCRIPTION

Proposed Hospital is located at Siraspur, New Delhi.

Geographical Coordinates of the project site are:

Latitude: 28°45'27.4"N

Longitude: 77°08'49.8"E

Google earth image showing project site & surroundings within 500m & SoI Toposheet

showing 10 + 15 km radius around site are attached as Annexure – II & III respectively.

CONNECTIVITY

The project site has good connectivity via. NH-1 (Delhi-Srinagar road) which is adjacent to the

project site.

The nearest metro station is Samaypur Badli Metro Station which is approx. 1.7 km away.

The nearest railway station is Badli, approx. 1.5 km away towards South West direction.

The nearest airport is Indira Gandhi International Airport (IGI), which is approx. 22 Km from

the project site in South West direction.



AREA STATEMENT

The total area of project site is 80,838 m2 and proposing a tower of B+G+11. Site is having

total built up area 92.266 m2. The detailed Area Statement of the project is provided below in

Table-1.

Table-1: Detailed Area Statement for Phase-1 Development

S. No. PARTICULARS AREA (SQ.M.)

1. Total Plot area 80,838 (Plot A= 57360 m2 +

Plot B =23478 m2)

2. Permissible Ground coverage @ 40% of total area 22944

Permissible additional ground coverage for multilevel

automated parking (@ 5%)

2868

3. Proposed Ground coverage @ 15.63 % of Plot A area 8966

4. Permissible F.A.R @ 3.75 303142.5

5. Proposed F.A.R @ 75% 60200

6. Proposed Non F.A.R 32066

7. Total Built-up Area 92266

8. Open area (used for surface parking) 23478

9. Podium area 12000

10. Basement area 12280

11. Maximum Height of the Building (in mtrs.) 45

12. Landscape area (33%) 26680

* Note = Construction of Hospital for Phase-1 will be done on Plot A & Plot B will be used as Surface

Parking Area.

POPULATION DENSITY

The total population of Hospital for Phase-1 will be approx.6698 persons including outdoor

patients with attendants, indoor patients, attendants with indoor patients and staff. Population

breakup is given below in Table 2.

Table-2: Population Break-up

S. No. Description Total

A. Outdoor patients (OPD) 1600

B. Attendants with Outdoor patients 1600

C. Indoor patients (IPD) 1164



D Attendants with Indoor patients 1164

E STAFF

Doctors

Administrative Staff

Nurse/Ward Boys

House Keeping & Engineering Staff

850

100

150

350

250

F Visitors 320

TOTAL (A+B+C+D+E+F) 6698

WATER REQUIREMENT

The total water requirement for the project will be approx. 651 KLD. The water supply will be

provided by Delhi Jal Board (DJB). The fresh water requirement will be approx. 412 KLD.

Daily water requirement calculation is given below in Table 3.

Table-3: Calculation for Daily Water Demand (For Phase-1)

S. No. Description Occupancy

Rate of water

demand (lpcd)

Total Water

Requirement (KLD)

A. Domestic water

IPD patients/Beds 1164 450 523.8

Attendants with Indoor

patients

1164 135 157.14

OPD patients with

attendants

3200 15 48

Doctors 100 45 4.5

Staff (Nurses,

Technicians & Workers)

750 85 63.75

Sub-Total (A) 797.19 KLD

B. Horticulture 26680 m2 2 L/sqm 53.36

C. DG Cooling* 6500 kVA 0.9 lit/KVA/hr 35.10

D. HVAC Cooling (TR) 900 10hr/TR/10 ltr 90

Grand total (A+B+C+D) 975.65 KLD

*Considering 6 hrs operation per day

Table-6 (a): Total Wastewater Calculations w.r.t. ETP


1. Fresh and flushing water requirement for the

hospital including:

146.57



Table-6(b): Total Wastewater Calculations w.r.t. STP

The water balance diagram is shown below in Figure 1.

IPD (@15% of total IPD water

requirement)

OPD (@100% of total OPD water

requirement)

OT, Blood Bank and Lab

78.57

48

20

2. Wastewater going to ETP @ 80% of (78.57

+ 48.00 KLD) and 100% of 30 KLD

101.26 + 20 = 121.26

3. ETP Capacity 130


1. Fresh water requirement for the hospital

(excluding IPD, OPD, OT, Blood Bank & Lab)

@ 70% of (797.19 – 146.57 = 650.62 KLD)

455.45

2. Flushing water requirement for (excluding IPD,

OPD, OT, Blood Bank & Lab) @ 30% of

(797.19 – 146.57 = 531.47 KLD)

195.17

3. Wastewater going to STP @ 80% of (455.45

KLD) and 100% of (195.17 KLD)

364.36 + 195.17 =

559.53

4. STP Capacity 650



Figure-1: Water Balance Diagram

Waste Water/ Effluent Generation & Treatment


559.53 KLD (@ 80% of fresh water, 100% flushing water). The domestic sewage will be

FRESH WATER for the

Hospital excluding IPD,

OPD, OT, etc.

(455.45 KLD)

WASTEWATER GENERATED

(364.36 + 195.17 = 559.53 KLD)

STP CAPACITY 650 KLD

FLUSHING WATER

For the Hospital excluding

IPD, OPD, OT, etc.

(195.17 KLD)

@ 100%

195.17 KLD

Wastewater

Fresh Water

TOTAL FRESH WATER

REQUIREMENT

(146.57+455.45 KLD =

602.02 KLD)

FRESH & FLUSHING

WATER

For IPD, OPD, OT,

etc.

(146.57 KLD)

(

EFFLUENT GENERATED

121.26 KLD

ETP CAPACITY 130 KLD

53.36 KLD

146.57 KLD

HORTICULTURE

(53.36 KLD)

@ 90 %

503.58 KLD

@ 80%

455.45 KLD

Treated Effluent

DISCHARGE TO

EXTERNAL SEWER

(239.08 KLD)

125.10 KLD DG COOLING + HVAC

(125.10 KLD)

@90%

109.13 KLD



treated in onsite STP capacity of 650 KLD generating 503.58 KLD of treated effluent which

will be reused for Flushing, Horticulture, HVAC & DG cooling. Surplus treated effluent will

be discharged to external sewer.

The wastewater (trade effluent) generated from OPD, IPD, OT, Blood bank and Labs will be

approx. 121.26 KLD which will be treated in onsite ETP of 130 KLD capacity.

EFFLUENT TREATMENT PLANT TECHNOLOGY

DESIGN BASIS:

Capacity 130 KLD

Operating Hours 24

Table 7 (a): Inlet ETP Characteristics

S. No. PARAMETERS AVERAGE CHARACTERISTICS

1. pH 5.5-8.5

2. Total suspended solids 200-300 mg/lit

3. Oil & Grease 20-40 mg/lit


(5 day at 20°C)

250-350 mg/lit

5. C.O.D. 450-600 mg/lit

PROCESS DETAILS:

Bar Screen

Effluent from the source is usually received into the bar screen chamber by gravity. Screen

provided will remove all floating and big size matter such as plastic bottles, polythene bags,

glasses, stones, etc., which may otherwise choke the pipeline and pumps.

Oil and Grease Trap

If the effluent generated includes higher concentrations of oil and grease, it needs to be

removed before biological treatment as it otherwise may cause problems for biological

treatment. Usually, a small civil construction tank with a baffle wall and slotted oil pipe

skimmer is provided. The oil and grease removed by gravity floats to the surface, which is

removed by the oil skimmer.

Equalization Tank

Usually, effluent generation is irregular so we need to have an EQT to maintain universal flow

to keep system on regular process.



Transfer of Effluent

Our scope starts from transfer of effluent from Equalization Tank to FMR tank. The distance of

transfer should not exceed beyond 20 meter. The transfer pump can be either submersible or

non-submersible type for this application. However we have considered centrifugal non-

submersible type.

Treatment process

Online dosing of alum, lime and poly shall be dosed to control the COD and after that effluent

shall pass through the aerobic process to stabilize the biological process and after that finally it

will be pass through Tube settler to settle the waste.

Moving Bed Bio Reactor Tank

After the tube settler the effluent shall overflow to the Moving Bed Bio Reactor Tank, is a

favourable environment for the microorganism. . PVC satirized fluidized media is provided for

the prevailing of microorganism on it for the treatment of the Sewage biologically. The

biologically treated water with bio flocs shall be transferred to the secondary settling tank,

where tube deck media is provided to enhance the settling of the bio flocs.

Chlorine tank

After settling tank chlorine shall be dosed to remove bacterial effects at Chlorination tank by

chlorine dosing pump.

Break water tank

The clarified water shall be stored in break water tank to feed in Filtration plant and carbon

filter for final treatment.

Multi Grade Filtration Plant

After Break water tank it will be pumped to filtration plant to treat further

Activated carbon Filter

After Filtration plant filtered water shall be pass through ACF to remove chlorine and smell

and colour.

Final treated water tank

Final treated water shall be stored in final tank for further re- uses and other low end

applications.

Sludge

The sludge from the Clarifier to be removed from the bottom of the Clarifier once in a week by

gravity to sludge holding tank and it will be pumped to sludge drying beds for final

dewatering.



Final solid shall be used as manure and water shall be re-circulated to EQT.

Table 7 (b): Outlet ETP Characteristics

S.No. PARAMETERS AVERAGE CHARACTERISTICS

1. pH 6.5-8.5

2. Total suspended solids <30 mg/lit

3. Oil & Grease <10 mg/lit


(5 day at 20°C)

<5 mg/lit

5. C.O.D. <100 mg/lit



Trade Effluent

Figure 2: Schematic Diagram of ETP

Screen

Collection Tank

Cum

Equalization Tank

Chlorine

Contact Tank

PSF / ACF

Outlet/Treated

effluent

Sludge

Drying Bed

Biological Reactor

(MBBR Reactor) Secondary

Tube Settler

Used as manure

in horticulture

Flash Mixer and Tube

Settler

Sludge Tank

STP



SEWAGE TREATMENT TECHNOLOGY

FAB TECHNOLOGY:

Sewerage System

An external sewage network will 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 wastewater.

Reduced dependence on the public utilities for water supply and sewerage systems.

Sludge generated from the Sewage Treatment Plant will be rich in organic content and

an excellent fertilizer for horticultural purposes.

a. Wastewater Details

(a) Daily load : 650 KLD (STP)

(b) Duration of flow to STP : 24 hours

(c) Temperature : Maximum 32oC

(d) pH : 6.0 to 8.5

(e) Colour : Mild

(f) T.S.S. (mg/l) : 300-450 mg/l

(g) BOD (mg/l) : 200-300 mg/l

(h) COD (mg/l) : 300-450 mg/l

(i) Oil & Grease ABS : < 50 mg/l

b. Final discharge characteristics

(a) pH : 6.0 to 8.5

(b) Oil & Grease : <10 mg/l

(c) B.O.D. : <5 mg/l

(d) C.O.D. : <150 mg/l

(e) Total Suspended Solids : <90 mg/l

c. Treatment Technology

In order to conserve water, the treatment plant shall be designed to ensure that treated effluent

(water) characteristics are well below the permissible limits. It is proposed to use Attached

Growth system working on the principle of Fluidized Aerobic Bio-reactor process based on

the FAB process.



Sewage will flow via gravity through a bar screen chamber & Oil & Grease Trap to an

Equalization Tank. A bar screen shall be provided at the inlet point in the bar screen

chamber and the waste water will flow through this bar screen into the Tank. Bar screen

shall be so designed that it can be cleaned manually from outside the Tank. The oil & grease

from the Oil & Grease Trap would have to be removed manually. Waste water from the

equalization tank shall be transferred by means of Pumps into the FAB tank where the

biomass is allowed to grow on plastic type moving media. The process generally consists to

two successive aeration tanks where the media is completely submerged in the waste water.

Both up flow and down flow processes take place. The raw waste water goes in an up flow

pattern in the first aeration tank and subsequently in a down flow pattern in the next tank. The

organic material present in the waste water is degraded by a population of microorganisms

attached to the media. Organic material from the liquid is adsorbed on to the biological film

or slime layer. In the outer portions of the slime layer, the organic material is degraded by

aerobic microorganisms. As the microorganisms grow, the thickness of the slime layer

increases, and the diffused oxygen is consumed before it can penetrate the full depth of the

slime layer. Thus an anaerobic environment is established near the surface of the media. As

the slime layer increases in thickness, the adsorbed organic matter is metabolized before it

can reach the microorganisms near the media face. As a result of having no external organic

source available for cell carbon, the microorganisms near the media face enter into an

endogenous phase of growth and lose their ability to cling to the media surface. The liquid

then washes the slime of the media, and a new slime layer starts to grow.

After achieving a complete mixing of organisms over a retention period of approximately 6

hrs, the effluent would flow via gravity into the Tube Settler. In the tube settler, PVC Tube

Media would be provided to enhance settling of the sludge with attached settling process.

Through the use of baffles the liquid in the Tube Settler is maintained in quiescent condition

which allows the solids to settle to the bottom for collection. The accumulating solids known

as “Sludge” shall be constantly pumped back into the FAB tank by sludge recycle pumps.

This return sludge undergoes further digestion in the aeration tank and also provides the

active organism needed to digest the incoming raw sewage.

The Tube Settler shall be provided with overflow weir to collect the treated effluent and a

scum launder shall keep any floating matter from passing out in the final treated water.

Treated water from Tube Settler shall over flow into a chlorine contact tank where

hypochlorite solution shall be added to disinfect the treated water.

Excess sludge from the bottom of the Tube Settler shall be wasted in an adjoining aerobic

digester cum thickener tank. In this tank sludge shall be aerated. The air shall be shut off

periodically and supernatant water shall flow into the collection tank. This way the sludge

shall be thickened and its volume shall be reduced. The sludge digester cum thickener tank

shall be sized to hold excess sludge. The exess sludge would be further passed into a filter



press where the sludge would be further compressed between plates manually and the liquid

concentration in the sludge would be further reduced. The sludge would then form into semi-

solid cake which can be removed for disposal.

TERTAIRY TREATMENT

The clear water from the Chlorine Contact Tank, would be transferred by means of its Filter

Feed Pumps into the Multi Grade Sand Filter & Activated Carbon Filter for further filtration.

The Multi-Grade Sand Filter is intended to remove any particulate matter present in the water

and the Activated Carbon Filter is intended to remove any colour or Odour in the water as

also to de-chlorinate the chlorine dosed earlier.

ULTRA FILTRATION SYSTEM

After filtration the water shall be passed through ultra-filtration system. This system will be

provided to achieve required final BOD as less than 5 mg/ltr.

BLOWERS AND AERATION SYSTEM

The treatment plant shall be provided with rotary positive displacement blowers with a

common base, belt drive system, drip proof induction type electric motors, necessary

valves including a pressure relief valve , a central electric panel and silencers on the intake

and discharge. Each blower motor unit shall be housed in a suitable enclosure. All piping

and related accessories necessary to connect the blowers to the treatment plant air header

shall be provided as well.

All air piping from the blower motor unit to the air header shall be approved steel pipe with

malleable iron fittings. Flexible reinforced rubber connecting sleeves shall be provided

wherever required.

Each air diffusion device shall be connected to the air header with individual 20 dia drop

pipes. The drop pipe assembly shall be connected to the air header in a manner to permit

raising the drop pipe and diffusion device above the water surface quickly and without

disturbing air flow to the other diffusers. Each diffuser drop pipe shall be equipped with

non-clog fine / coarse bubble diffusers of sufficient quantity to keep pressure loss through

the drop pipe assembly to a minimum. The air diffusion devices shall be designed to

distribute air over the entire area of the tank and to have an efficiency such that an adequate

supply of oxygen is maintained in the tanks to treat the sewage load for which the plant is

designed



Figure 3: Schematic Diagram of STP

Raw Sewage Screen Chamber Oil & Grease Trap Equalization Tank

Raw Sewage Pumps

Fab Tank 1

Fab Tank 2

Air Blowers

Tube Settler

Chlorine Contact Tank Filter Press Feed Screw

Pump

Chlorine Doser

Multi Grade Filter

Activated Carbon Filter

Filtered Water Tank

Ultra Filtration feed

pump

Sludge Cake for

Disposal

Filter Press

Sump

Sump pumps

Ultra Filtration System

UF water tank

To Building supply



RAIN WATER HARVESTING

The storm water collection system for the premises shall be self-sufficient to avoid any

collection/stagnation and flooding of water. The amount of storm water run-off depends upon

many factors such as intensity and duration of precipitation, characteristics of the tributary area

and the time required for such flow to reach the drains. The drains shall be located near the

carriage way along either side of the roads. Taking the advantage of road camber, the rainfall

run off from roads shall flow towards the drains. Storm water from various parts of the

building shall be connected to adjacent drain by a pipe through catch basins. Therefore, it has

been calculated to provide 5 rainwater harvesting pit 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.

Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak

hourly rainfall has been considered as 45 mm/hr. Dimensions of the recharge pits are 6.23m ×

2.7 m × 3 m will be constructed for recharging the water. Inside the recharge pit, a recharge

bore will be constructed having adequate diameter depth. 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.

Calculations for storm water load

Roof-top area = Ground Coverage = 8966 m2

Green Area = 26880 m2



Open Area = 23478 m2

Paved Area = Total Plot Area – (Roof-top Area + Green Area + Open Area)

= 80838 – (8966 + 26880 + 23478)

= 29614 m2

Runoff Load

Roof-top Area = 8966 × 0.045× 0.8

= 322.78 m3/hr

Green Area = 26880 × 0.045 × 0.15

= 181.44 m3/hr

Open Area = 23478 × 0.045 × 0.15

= 158.48 m3/hr

Paved Area = 29614 ×0.045 ×0.7

= 932.84 m3/hr

Total Runoff Load = (322.78 + 181.44 + 158.48 + 932.84) m3/hr

= 1595.54 m3/hr

Taking 15 minutes Retention Time, total volume of storm water = 1595.54/4

=398.88 m3

The effective length, breadth and depth of a Recharge pit are 6.23 m, 2.7 and 3.0 m

respectively. Volume of a single Recharge pit (a) = L X B X H = 6.23m × 2.7 m × 3 m

= 50.463 m3

Hence No. of Rain Water Harvesting pit required = 398.88/50.463

= 7.9 say 8

8 Rain Water Harvesting pits have been proposed for artificial ground water recharge within

the project premises.



Figure 4: Rain Water Harvesting Pit Design

PARKING FACILITIES

Adequate provision will be made for car/vehicle parking at the project site. Ambulance parking

shall also be provided additionally.

Proposed project will be consists of Podium parking and open parking for Phase-1. The

parking space criteria and area requirement provided are summarized here:

As per MoEFCC Norms:

For Public, Semi-Public Facilities = 2 ECS / 100 m2 FAR

= 2/100 x 60400

= 1208 ECS



For Medical Facility = 1 ECS/5 beds

= 1164/5

= 233

Parking details are designed as per Delhi Building Bye Laws here.

As per DDA Norms:

For Hospital/Tertiary Health Care Centre = 2.0 ECS / 100 m2 FAR

= 2/100 x 60400

= 1208 ECS

Table 8: Parking Proposed

S.

No. Particulars

Area proposed

for Parking

Area required

(m2)/ECS

Description ECS

Proposed

1. Podium Area+ podium

Basement Area 12000 29

12000/29=

413.79 ECS 414

4. Open/Surface Parking 23478 29 23478/29=

809.58 ECS 810

Total Parking Proposed 1224

POWER REQUIREMENT

The power will be supplied by State Electricity Board. The total connected load for the

Project including existing and expansion part has been estimated to be approx. 8000 kVA.

Details of D.G Sets

100% power backup has been proposed for the project. There will be 4 DG sets of total

capacity 6500 kVA (3 X 2000 + 1 X 500)

SOLID WASTE GENERATION

Solid waste would be generated both during the construction as well as 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 solid waste:

Construction yards are proposed for storage of construction materials.

Remaining soil shall be utilized for refilling / road work / rising of site level at

locations/ selling to outside agency for construction of roads etc.



Figure-6: Solid Waste Management Scheme (Construction Phase)

The total solid waste generated during operation phase of the project shall be approx. 3234

kg/day (@1.5 kg/bed for IPD patients, @ 0.5 kg per capita per day for staffs and IPD patient

attendants @ 0.15 kg/day for the outpatients.

Total Bio medical waste from the hospital will be approx. 291 kg/day. Following arrangements

will be made at the site in accordance to Municipal Solid Waste (Management and Handling)

Rules, 2016 and Bio-Medical Waste (Management and Handling) Rules, 2016.

Table 9: Calculation of Total Solid Waste

S. No. Category Waste (Kg/capita/d) Waste generated (kg/d)

1. Inpatients 1164 @ 1.5 kg/day 1746

2. Staffs and IPD Patient

attendants

2014 @ 0.5 kg/day 1007

3. Out-Patients + Attendants +

Visitors

3200 @ 0.15 kg/day

480

4. Landscape waste (6.59 acre) @ 0.2 kg/acre/day 1.32

Total Solid Waste 3234 kg/d

8. Bio-Medical waste @ 25% of the waste

generated/bed 291 kg/d

Solid Waste

Construction

Waste

Construction waste, Broken Bricks,

Waste Plaster

Empty Cement

Bags

Used in re-filling, raising

site level Sold to agency

for recycling

Excavated Soil

Top soil conserved for

landscaping



Figure-7: Solid Waste Management (Operation Phase)

Hospital Waste

Waste sharps and

Solid waste Discarded

medicines, cytotoxic

drugs and chemical

waste

General waste such

as waste from

admin block, food

waste & garden

waste

Microbiological and

Biological wastes,

Solid waste

Red Bins Blue Bins Black Bins Green Bins

Disposed-off through Govt. approved vendor

with approval of biomedical waste

management

Biodegradable

Waste Non-Biodegradable

Waste

Composting

through OWC

Disposed-off

through Govt.

approved Vendors



Collection and Segregation of waste

1. For Hospital waste collection, adequate numbers of colored bins (Red, Yellow,

Black, Blue and dark blue bins) are proposed to be provided at the strategic

locations of the Hospital area.

2. Red bins: For the disposal of IV tubings, plastic bottles, syringes without needles,

drainage tubes, catheters, locally autoclaved microbiological waste.

3. Yellow bins: For the disposal of anatomical parts, amputated body parts, placenta.

Items contaminated with blood, and body fluids including cotton, dressings, soiled

plaster casts, lines, bedding, other material contaminated with blood.

4. Black bins: For the discard of paper, wrappers, tissue and other general items.

5. Blue bins: For the disposal of glass bottles, ampoules, broken glass, vials, other

glass items.

6. Dark Blue bins: For the disposal of sharps. Does not contain disinfectant. Includes

needles, stillet, lancets and blades.

Treatment of waste

Bio-Degradable waste:

1. Bio-degradable waste will be disposed-off through a govt. approved vendor for

decomposition.

2. STP sludge is proposed to be used for horticultural purposes as manure.

3. ETP sludge is proposed to be sold out through Govt. vendors.

4. Horticultural Waste is proposed to be composted and will be used for gardening

purposes.

Recyclable waste:

i. Grass Recycling – The cropped grass will be spread on the green area. It will act as

manure after decomposition.

ii. Recyclable waste like paper, plastic, metals etc. will be sold off to local recyclers.

Disposal

Recyclable and non-recyclable waste will be disposed off through local approved

agency as per Municipal Solid Waste (Management and Handling) Rules, 2016. Bio-

Medical waste will be disposed off through govt. approved vendor.

GREEN AREA

Total green area measures 26680 m2 for the project which will include green belt/area under

tree plantation and lawn within the project site. Following is the list of species proposed to be

planted.



Table 10: Species proposed to be planted within the premises

S. No. Scientific Name Common Name

1 Bougainvillea spectabilis Bougainvillea

2 Ficus benjamina Weeping fig

3 Delonixregia Gulmohar

4 Alstonia scholaris Black board tree

5 Dypsislutescens Areca Palm

6 Hyophorbelagenicaulis Bottle Palm

7 Cycas Palm Cycas Palm

8 Caryotaurens Fish tail Palm

9 Arecaceae Palm

10 Bauhinia blakeana Bauhinia Trees

11 Durantaerecta Duranta Shrub

12 ThevetianeriifoliaJuss Yellow Kaner

13 BambusaTextilisGracilis Bamboo clumps

DETAILS OF CONSTRUCTION MATERIAL TO BE USED

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. Joinery hardware- ISI marked



MATERIAL TO BE USED FOR CONSTRUCTION & THEIR U VALUES

Table 11: List of construction material

Type of Construction U Values (in W/m2deg C)

WALLS:

Bricks:

Plastered both sides-114mm 3.24

Solid, Unplastered-228mm 2.67

Plastered both sides-228mm 2.44

Concrete, ordinary, Dense:

-152mm 3.58

-203mm 3.18

Concrete block, cavity, 250mm (100mm + 50mm), outside rendered, inside plastered

Aerated concrete blocks 1.19

Hollow concrete block, 228mm, single skin outside rendered, inside plastered

Aerated concrete blocks 1.70

Roofs pitched:

Tiles, slates on boarding and felt with plaster

ceiling

1.70

Roofs flat:

Reinforced concrete slab, 100mm, screed 63-

12mm, 3 layers, bituminous felt

3.35

Floors:

Concrete on ground or hardcore fill 1.13

+GranoTerazzo or tile finish 1.13

+Wood block finish 0.85

WINDOWS:

Exposure South, Sheltered:

Single glazing 3.97

Double glazing 6mm space 2.67

LIST OF MACHINERY TO BE USED DURING CONSTRUCTION

1. Dumper

2. Concrete mixer with hopper

3. Excavator

4. Concrete Batching Plant

5. Cranes

6. Road roller



7. Bulldozer

8. RMC Plant

9. Tower Cranes

10. Hoist

11. Labour Lifts

12. Pile Boring Machines

13. Concrete pressure pumps

14. Mobile transit mixer

form 1, form 1a & conceptual plan...

Documents