pfr - · pdf fileexpressway, greater noida, up pfr india knowledge city foundation 1 pfr ......

Mixed Landuse Project “Madhav Menon University”,

Sector-17A, Yamuna

Expressway, Greater Noida, UP PFR

India Knowledge City Foundation 1

PFR

INTRODUCTION

The Mixed Land Use Project, “Madhav Menon University” is to be developed by M/s. India

Knowledge City Foundation. The project site is located at Plot No- 3, Sector-17A, Yamuna

Expressway, Greater Noida, U.P. on a land measuring 2,02,315 m2. Project will have

following facilities:

Main Block-1 & 2 (Academic)

Boys’ & Girls’ Hostel University Block

Guest House

Commercial Block

Residential Block

As per the MoEFCC Gazette Notification No. S. O. 3252 (E) dated 22.12.2014; colleges, and

hostel for educational institutions are exempted from Environmental Clearance.

Hence, in the present EC application, Main Block 1 & 2 (Academic), and Boys’ & Girls’ hostel

have not been considered which constitute the University Block.

Environment Clearance is being sought for Commercial Block, Residential Blocks and Guest

House only.

SITE LOCATION AND SURROUNDINGS

The project site is located at Plot No- 3, Sector-17A, Yamuna Expressway, Greater Noida UP.

The geographical co-ordinates of site are 28°21'49.59"N, 77°32'36.44"E.

Google Earth Image & SoI Toposheet showing project site & surroundings within 500 m and

10 + 15 km radius are attached as Annexure I (a) & (b).


Sector-17A, Yamuna



CONNECTIVITY

The project site is well connected through 60 m road, Yamuna Expressway.

The nearest railway station is Dhankaur Railway Station, about 11 km away from the project

site in ENE direction. Indira Gandhi International Airport is about 47.96 km in NW direction

from the project site. NH-91 is 16.91 km away in ENE direction.

AREA STATEMENT

The total plot area of project is 2,02,315 m2

(or 49.99 acre). The detailed area statement is

provided below in Table 1:

Table 1: Detailed Area Statement

S. No. Particulars Area

(m2)

%

1 Total Plot Area 2,02,315 100

2

Minimum Permissible Plot area for University (Main

Block 1, 2 (Academic), Boys’ & Girls’ hostel and

Play field) @75%

1,51,736.25

3 Proposed Plot area for University (@80.229%) 1,62,315 80.229%

4 Maximum Permissible Plot Area for Residential

Block (10%) 20,231.50

5 Proposed Plot Area for Residential Block (@ 9.885%) 20,000 9.885%

6 Maximum Permissible Plot Area For Commercial

Block (@10%) 20,231.50

7 Proposed Plot Area for Commercial Block (@

9.885%) 20,000.00

9.885%

8 Permissible FAR for University Block (@1.75) 2,84,051.25

9 Proposed FAR for University Block (@0.353) 57,232.756

10 Permissible FAR for Residential Block (@3) 60,000

11 Proposed FAR for Residential Block (@2.984) 59,679.153

12 Proposed FAR for Guest House 1808.54

13 Permissible FAR For Commercial Block (@ 2) 40,000.00

14 Proposed FAR For Commercial Block (@ 1.9997) 39,993.131


Sector-17A, Yamuna



15 Permissible Facility area for University Block

(@15%) 42,607.68

16 Proposed Facility area for University Block

(@3.13%) 5077.76

17 Permissible Facility Area For Residential Block (@

15%) 9000

18 Proposed Facility Area For Residential Block (@

13.19%) 7914.344

19 Proposed Facility Area For Guest House 397.53

20 Permissible Facility Area for Commercial Block (@

15%) 6000

21 Proposed Facility Area For Commercial Block (@

9%) 3587.388

22 Proposed Stilt Area for Residential Block 2287.612

23 Proposed Podium Area for Residential Block 12,656

24 Proposed Basement Area for Residential Block 16,184

25 Proposed Non-FAR Area (balcony) for Guest House 124.92

26 Proposed Basement Area for University Block 6374.27

27 Proposed Basement Area for Commercial Block 16,184

28 Built-up area of University Block (9+16+25) 68,684.78

29

Total Built-up Area of Residential Block,

Commercial Block & Guest House (excluding

University)

[11+12+14+18+19+21+22+23+24+25+27]

1,60,817

30 Permissible Ground Coverage for University Block

(@35%) 56,810.25

31 Proposed Ground Coverage for University Block

(@7.08%) 11,494.3

32 Permissible Ground Coverage for Residential Block

(@35%) 7081.25

33 Proposed Ground Coverage for Residential Block

(@22.06%) 4519.83

34 Proposed Ground Coverage for Guest House 665.461

35 Permissible Ground Coverage for Commercial Block

(@40%) 8092.6

36 Proposed Ground Coverage for Commercial Block

(@39.97%) 7995.68

37 Total Green Area (38.44%) 77,780.107


Sector-17A, Yamuna



38 Roads & Paved Area 99,859.622

39 Maximum height of the building (till terrace) 65.15 m

Table 2: Built –up Area Calculation (Residential Block, Commercial Block & Guest House)

S. No. Particulars Area (sq. m)

1 Proposed FAR Area for Residential Block 59,679.153

2 Proposed Facility Area for Residential Block 7914.344

3 Proposed Stilt Area for Residential Block 2287.612

4 Proposed Podium Area for Residential Block 12,656

5 Proposed Basement Area for Residential Block 16,184

6 Proposed FAR Area for Commercial Block 39,993.131

7 Proposed Facility Area for Commercial Block 3587.388

8 Proposed Basement Area for Commercial Block 16,184

9 Proposed FAR Area for Guest House 1808.54

10 Proposed Facility Area for Guest House 397.53

11 Proposed Non-FAR (balcony) Area for Guest

House

124.92

Total Built-up Area 1,60,817

POPULATION DENSITY

The total population of the Residential Block, Commercial Block and Guest House will be

approx. 10,817 persons. The detailed population breakup is given below in Table 3:

Table 3: Population Break-up

S.

No.

Description DU/FAR (m2) Criteria

Total

population

1. RESIDENTIAL BLOCK 3519

Residents 680 DU 4.5 PPU 3060

Staff (@5%) 153

Visitors (@10%) 306

2. COMMERCIAL BLOCK 39,993.131 6 m2/person 6665

Staff (@20%) 1333

Visitors (@80%) 5332

3 GUEST HOUSE VISITORS 1808.546 3 m2/person 603

Staff (@5%) 30

GRAND TOTAL 10,817


Sector-17A, Yamuna



WATER REQUIREMENT

Yamuna Expressway Industrial Development Authority will be the source of water during

Operational Phase. The total water requirement for the project (excluding University Block)

will be approx. 619 KLD, out of which domestic water demand is 445 KLD. Fresh water

requirement for the project will be 259 KLD, however, one time fresh water demand will be

619 KLD. The daily water requirement calculation is given below in Table 4:

Table 4: Calculation for Daily Water Demand

S. No. Description Occupancy Rate of water

demand (lpcd)

Total Water

Requirement

(KLD)

A. DOMESTIC WATER

Residents 3060 86 263

Guest House

Visitors

603 86

52

Staff (total) 1516 30 45

Visitors (total) 5638 15 85

Total Domestic Water demand 445 KLD

B. HORTICULTURE 77,780 m2 2 lt./sqm/day 156

C. DG COOLING*

(2 x 1250 kVA) 0.9lit/kVA/hour 18

TOTAL WATER 619 KLD

*Taking 8 hours/day operation for DG sets

Table 5: Wastewater Calculations

S. No. PARTICULARS

WATER

(KLD)

1. Domestic Water Requirement For Residents + Guest

House Visitors 315

Fresh (@ 70% of domestic) 220

Flushing (@ 30% of domestic) 95

2. Waste water Generated (@80% fresh + 100%

flushing) 176+95 = 271 KLD

3. Domestic Water Requirement For Commercial Block 130


Sector-17A, Yamuna



Fresh (@ 30% of domestic) 39

Flushing (@ 70% of domestic) 91

4. Waste water Generated (@ 80% fresh + 100%

Flushing) 31 + 91 = 122 KLD

5.

Total Waste water (Residential + Commercial +

Guest House) 271 + 122 = 393

KLD

6. STP Capacity 470 KLD

The water balance diagram is shown below in Figure 1.

Figure 1: Water Balance Diagram

FRESH WATER

(259 KLD)

WASTEWATER

(393 KLD)

STP CAPACITY = 470 KLD

HORTICULTURE*

(156 KLD)

@ 80%

FLUSHING

(186 KLD)

@ 100%

156 KLD

Wastewater

186 KLD

13 KLD

@ 90%

354 KLD

Treated effluent

DG COOLING

(13 KLD)

*During rainy season, horticulture water demand will reduce by 50%


Sector-17A, Yamuna



Wastewater Generation & Treatment

It is expected that the project (excluding University Block) will generate approx. 393 KLD of

wastewater. The wastewater will be treated in onsite STP of 470 KLD capacity.

The treated from STP will be reused within the project site for flushing, horticulture and DG

cooling. Surplus treated effluent during rainy season will be discharged to external sewer.

SEWAGE TREATMENT TECHNOLOGY

SEQUENTIAL BATCH REACTORS (SBR) TECHNOLOGY

SBR reactors are industrial processing tanks for the treatment of wastewater. SBR reactors

treat waste water such as sewage or output from anaerobic digesters or mechanical biological

treatment facilities in batches. Oxygen is bubbled through the waste water to reduce

biochemical oxygen demand (BOD) and Chemical oxygen demand (COD) to make suitable for

discharge into sewers or for use on land. While there are several configurations of SBRs the

basic process is similar. The installation consists of at least two identically equipped tanks with

a common inlet, which can be switched between them. The tanks have a “flow through”

system, with raw wastewater (influent) coming in at one end and treated water (effluent)

flowing out the other. While one tank is in settle/decant mode the other is aerating and filling.

At the inlet is a section of the tank known as the bio-selector. This consists of a series of walls

or baffles which direct the flow either from side to side of the tank or under and over

consecutive baffles. This helps to mix the incoming Influent and the returned activated sludge,

beginning the biological digestion process before the liquor enters the main part of the tank.

There are four stages to treatment, fill, aeration, settling and decanting. The aeration stage

involves adding air to the mixed solids and liquid either by the use of fixed or floating

mechanical pumps or by blowing it into finely perforated membranes fixed to the floor of the

tank. During this period the inlet valve to the tank is open and a returned activated sludge

pump takes mixed liquid and solids (mixed liquor) from the outlet end of the tank to the inlet.

This “seeds” the incoming sewage with live bacteria. Aeration times vary according to the

plant size and the composition/quantity of the incoming liquor, but are typically 60 – 90


Sector-17A, Yamuna



minutes. The addition of oxygen to the liquor encourages the multiplication of aerobic bacteria

and they consume the nutrients. This process encourages the production of nitrogen

compounds as the bacteria increase their number, a process known as nitrification. To remove

phosphorus compounds from the liquor aluminium sulphate (alum) is often added during this

period. It reacts to form non-soluble compounds, which settle into the sludge in the next stage.

The settling stage is usually the same length in time as the aeration. During this stage the

sludge formed by the bacteria is allowed to settle to the bottom of the tank. The aerobic

bacteria continue to multiply until the dissolved oxygen is all but used up. Conditions in the

tank, especially near the bottom are now more suitable for the anaerobic bacteria to flourish.

Many of these, and some of the bacteria which would prefer an oxygen environment, now start

to use nitrogen as a base element and extract it from the compounds in the liquid, using up the

nitrogen compounds created in the aeration stage. This is known as denitrification. As the

bacteria multiply and die, the sludge within the tank increases over time and a waste activated

sludge pump removes some of the sludge during the settle stage to a digester for further

treatment. The quantity or “age” of sludge within the tank is closely monitored, as this can

have a marked effect on the treatment process. The sludge is allowed to settle until clear water

is on the top 20%-30% of the tank contents.

The decanting stage most commonly involves the slow lowering of a scoop or “trough” into

the basin. This has a piped connection to a lagoon where the final effluent is stored for disposal

to a wetland, tree growing lot, ocean outfall, or to be further treated for use on parks, golf

courses etc.

DESIGN CRITERIA & SPECIFICATION OF EQUIPMENTS

Unit Inlet (ppm) Outlet (ppm)

pH 6.5 - 8.5 7.0 - 8.0

Total Suspended Solids mg/lt 250 < 100

BOD mg/lt 200 – 300 < 10

COD mg/lt 300 – 400 < 50

Oil & Grease mg/lt <50 <10


Sector-17A, Yamuna



RAIN WATER HARVESTING

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

collection/stagnation and flooding of water. Rain water harvesting plan of the project is

enclosed. The amount of storm water run-off depends upon many factors such as intensity and

duration of precipitation, characteristics of the tributary area and the time required for such

flow to reach the drains. The drains shall be located near the carriage way along either side of

the roads. Taking the advantage of road camber, the rainfall run off from roads shall flow

towards the drains. Storm water from various blocks will be connected to adjacent drain by a

pipe through catch basins. Therefore, it has been proposed to provide 33 rain water harvesting

pits and 3 rainwater harvesting tanks at selected location, which will catch the entire run-off

from the site.

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) 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 guidelines of CGWA. The

recharge pit of 2 m diameter and 3 m depth will be provided for recharging the groundwater.

Recharge tank of dimension 4 m × 3 m × 4 m is proposed to store rain water. The bottom of

the recharge structure will be kept 5 m above the water level. At the bottom of the recharge

well, a filter media is provided to avoid choking of the recharge bore.

The bottom of the recharge structure will be kept 5 m above the aquifer. 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.


Sector-17A, Yamuna



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.

Calculation for storm water load

Total Roof-top area = Total Ground Coverage = 24,675.27 m2

Green area = 77,780 m2

Paved Area = Total Plot Area – (Ground Coverage Area + Green Area)

= 99,859.62 m2

RWH pits for Roof-top Area

Roof-top Area = 24,675.27 m2

Runoff from roof-top area = 24,675.27 x 0.05 x 0.8

= 987 m3/hr

Considering 15 minutes retention time, volume of storm water will become = 987/4

= 247 m3

Volume of an RWH pit = π r2h = 3.14 × 1 x 1 × 3 = 9.42 m

3.

Number of RWH pits required = 247/9.42

= 26.22 say 27 pits

No. of RWH pits are proposed for harvesting rainwater from rooftop area = 33


Sector-17A, Yamuna



RWH tank for Paved and Green Area

Green Area = 77,780 m2

Paved Area = 99,859.62 m2

Rain water harvesting potential from Green Area = Green area × Maxm

monthly rainfall

(m) × runoff coefficient

= 77,780 × 0.10 × 0.20

= 1556 m3

Rain water harvesting potential from Paved Area = 99,859.62 × 0.10 × 0.75

= 7489 m3/hr

Total Runoff Load from paved and green area = 1556 + 7489 = 7645.47 m3/hr

Considering storage facility for 2 days run-off = 7645.47/15

= 510 m3

Volume of a tank (4 × 4 × 7 m) = 112 m3

Hence no. of tanks required = 510/112 = 2.3 say 3 tanks

No. of RWH tanks proposed for harvesting rainwater from green and paved area = 3


Sector-17A, Yamuna



Figure 2: Rain Water Harvesting Pit Design

PARKING FACILITIES

Adequate provision will be made for parking within the project site. The details are as provided

below:


Sector-17A, Yamuna



PARKING REQUIRED:

As per MoEFCC norms -

For Residential facilities = 1 ECS/ 100 m2 FAR

= 61,487.69/100 = 615 ECS

For Commercial facilities = 1 ECS/ 50 m2 FAR

= 39,993.13/50 = 800 ECS

Total parking required as per MoEFCC Norms = 615 + 800 = 1415 ECS

As per Bye Laws -

For Residential Block = 1ECS/80sqm FAR

= 60,000/80 = 750 ECS

For Commercial Block = 2 ECS/100 m2 of FAR

=39,993.131/100 × 2 = 800 ECS

Total parking required as per Bye Laws = 750 + 800 = 1550 ECS

PARKING PROPOSED:

For Residential

Area proposed for Podium parking = 8007.046 m2

Area required for 1 ECS of Podium parking = 25 m²

Parking proposed for Podium parking = 8007.046/25

= 320 ECS

Area proposed for Basement parking = 13,046.545 m2

Area required for 1 ECS of Basement parking = 30 m2

Parking proposed for Basement parking = 13,046.545/30

= 435 ECS

Total proposed Residential parking = 320 + 435 = 755 ECS

For Commercial

Area proposed for Basement parking = 15,380.144 m2


Sector-17A, Yamuna



Area required for 1 ECS of Basement parking = 18 m2

Parking proposed for Basement parking = 15,380.144/18

= 854 ECS

Total proposed Commercial parking = 854 ECS

TOTAL PROPOSED PARKING = 755 + 854 = 1609 ECS

POWER REQUIREMENT

Total power requirement for the project is 7500 which will be provided by State Electricity

Board

Detail of D.G Sets

DG sets of combined capacity of 2500 kVA are proposed for power back-up during emergency

only. The DG sets will be equipped with acoustic enclosure to minimize noise generation and

adequate stack height for proper dispersion.

SOLID WASTE GENERATION

Solid waste would be generated both during the construction and operation phase. The solid

waste during 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

management of solid waste:

Construction yards are for storage of construction materials.

The excavated material such as topsoil and stones will be stacked for reuse during later

stages of construction

Excavated top soil will be stored in temporary constructed soil bank and will be reused

for landscaping of the project.

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

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


Sector-17A, Yamuna



Solid Waste

Construction

Waste

Construction waste,

Broken Bricks, Waste Plaster

Empty Cement

Bags

Used in re-filling,

raising site level Sold to local

vendors

Excavated Soil

Top soil conserved for

landscaping, balance

used in re-filling

Figure 3: Solid Waste Management Scheme (Construction Phase)

During operation phase, waste will comprise of domestic and horticulture waste. The estimated

quantity of solid waste during operation phase will be approx. 3098 kg/d (@ 0.5 kg/capita/day

for Residents & Guest House visitors, @ 0.15 kg/capita/day for visitor, 0.25 kg/capita/day for

staff, landscape waste @ 0.2 kg/acre/day).

Following arrangements will be made at the site in accordance to Municipal Solid Wastes

(Management and Handling) Rules, 2016

Table 7: Calculation of Solid Waste Generation

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

1 Residents & Guest

House Visitors 3663 @ 0.5 kg/day 1831.5


Sector-17A, Yamuna



1. Staff (total) 1516 @ 0.25 kg/day 379

2 Visitors (total) 5630 @ 0.15 kg/day 844

3 Landscape waste

(19.21 acre) @ 0.2 kg/acre/day 3.84

Total Domestic Waste 3058.34 kg/day

Sludge from STP 0.35 (300-10)/1000 x 393 =

40 kg/day

TOTAL SOLID WASTE 3098 kg/day

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

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

Collection and Segregation of waste

1. Solid waste will be collected in colored bins.

2. A local vendor will be hired to provide separate colored bins for dry, recyclable and

Bio-Degradable waste.

3. Adequate number of colored bins (Green and Blue & dark grey bins – separate for

Bio-degradable and Non Bio-degradable) will be provided at the strategic locations

within the campus.

4. Litter bin will also be provided in open areas like parks, etc.

Treatment of waste

Bio-Degradable waste

1. Bio-degradable waste will be subjected to composting through Organic waste converter

and the compost will be used as manure.

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

3. Horticultural Waste will be composted and 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 recyclers.


Sector-17A, Yamuna



Disposal

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

Solid Waste Management Scheme for Operation Phase is depicted in the following

figure:

Figure 4: Solid Waste Management Scheme (Operation Phase)

GREEN AREA

Total green area measures 77,780.107 m2 (38.44%) which will include green belt, avenue

plantation and lawn.

Native, evergreen tall and ornamental trees/shrubs will be planted inside the premises. Parks

will also be developed by the project proponent. The list of proposed trees/plants is given

below in Table 8.


Sector-17A, Yamuna



Table 8: Proposed Plantation List

S. No. Name of Species Local Name

1. Azadirachta indica Neem

2. Alstonia scholaris Devil Tree (Saptaparni)

3. Millingtonia hortensis Indian Cork

4. Gravellia roubusta Silver oak

5. Anthocephalus chinensis Kadamba

6. Delonix regia Gulmohur

7. Erythrina indica Dhaul Dhak

8. Lagerstromia indica Crape myrtle

9. Citrus limon Nimbu

10. Bauhinia acuminata Kanchan

11. Clerodendrum inerme Glory Bower

12. Plumeria alba Champa

13. Bauhinia varigated Kachnar

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


Sector-17A, Yamuna



15. PPR (ISI marked)

16. PVC waste water lines

17. S.W. sewer line up to main sewer

18. PVC rain water down take

19. Stainless steel sink in kitchen

20. Joinery hardware- ISI marked

MATERIAL TO BE USED FOR CONSTRUCTION & THEIR U-VALUES

LIST OF MACHINERY TO BE USED DURING CONSTRUCTION PHASE

(i) Dumper

(ii) Concrete mixer with hopper

(iii) Excavator

(iv) Concrete Batching Plant

(v) Cranes

(vi) Road roller


Sector-17A, Yamuna



(vii) Bulldozer

(viii) RMC Plant

(ix) Tower Cranes

(x) Hoist

(xi) Labor Lifts

(xii) Pile Boring Machines

(xiii) Concrete pressure pumps

(xiv) Mobile transit mixer

pfr - · pdf fileexpressway, greater noida, up pfr india knowledge city foundation 1 pfr ......

Documents