Area Statement Details - Welcome to Environmentenvironmentclearance.nic.in/writereaddata/FormB/TOR/Additional... · 22.40 42 TOTAL :‐ 168 7.68 840 11 TYPE – XII x 1 1919.16 22.40

“Mohan Suburbia” By Mohan Lifespaces LLP

Annexure IV Area Statement Details


Break up of NON FSI:

Area Plot A Plot B Total Free of FSI 139904.94 12588.00 152493.00

Total BUA: Plot A Plot B Total Total BUA 223876.92 61582.97 2,85,459.96

“ Mohan Suburbia” By Mohan Lifespaces LLP

Annexure V

Building Configuration and Occupancy

S.N. Building Configuration# Height (m)

No of Tenements

Occupancy Total

Population

1 TYPE – I x 5 1021.55

TOTAL :‐ 5107.75 22.40

28 TOTAL :‐ 140

7.30 700

2 TYPE – II x 5 1696.94

TOTAL :‐ 8484.70 22.40

28 TOTAL :‐ 140

12.12 700

3 TYPE – III x 2 1359.12

TOTAL :‐ 2718.24 22.40

28 TOTAL :‐ 56

9.71 280

4 TYPE – IV x 8 1213.52

TOTAL :‐ 9708.16 22.40

28 TOTAL :‐ 224

8.67 1120

5 TYPE – V x 1 1319.88 22.40 28 9.43 140

6 TYPE – VI x 2 1760.51

TOTAL :‐ 3521.02 22.40

42 TOTAL :‐ 84

8.38 420

7 TYPE – VII x 3 1891.86

TOTAL :‐ 5675.58 22.40

42 TOTAL :‐ 126

9.01 630

8 TYPE – VIII x 1 2648.39 22.40 63 8.41 315

9 TYPE – IX x 2 178.59

TOTAL :‐ 357.18 6.45

2 TOTAL :‐ 4

17.86 20

10 TYPE – X x 4 1613.45

TOTAL :‐ 6453.80 22.40

42 TOTAL :‐ 168

7.68 840

11 TYPE – XII x 1 1919.16 22.40 28 13.71 140

12 TYPE – XIII x 3 990.23

TOTAL :‐ 2970.69 22.40

28 TOTAL :‐ 84

7.07 420

13 TYPE – XIV x 3 1096.97

TOTAL :‐ 3290.91 22.40

30 TOTAL :‐ 90

7.31 450

14 TYPE – XV x 5 1058.16

TOTAL :‐ 5290.80 22.40

30 TOTAL :‐ 150

7.05 750

“ Mohan Suburbia” By Mohan Lifespaces LLP

15 TYPE – XVI x 1 9902.85 55.05 164 12.08 820

16 TYPE – XVII x 1 7840.60 55.05 133 11.79 665

17 TYPE – XVIII x 1 1378.16 23.70 32 8.61 160

18 TYPE – XIX x 1 2120.33 22.40 42 10.10 210

19 TYPE – 20 x 2 3281.71

TOTAL :‐ 6563.42 37.20

95 TOTAL :‐ 190

6.91 950

20 TYPE – 21 x 2 3546.53

TOTAL :‐ 7093.06 37.20

95 TOTAL :‐ 190

7.47 950

21 TYPE – 22 x 1 5173.67

TOTAL :‐ 5173.67 54.30 141 7.34 705

22 TYPE – 23 x 2 4817.38

TOTAL :‐ 9634.76 54.30 130 14.82 650

23 TYPE – 24 x 2 3494.79

TOTAL :‐ 6989.58 37.20

143 TOTAL :‐ 286

4.89 1430

24 TYPE – 25 x 2 2823.04

TOTAL :‐ 5646.08 45.75

118 TOTAL :‐ 236

4.78 1180

25 TYPE – 26 x 4 1339.77

TOTAL :‐ 5359.08 22.95

56 TOTAL :‐ 224

4.78 1120

26 TYPE – 27 x 1 1700.80 28.65 71 4.79 355

27 TYPE – 28 x 1 1975.85 22.95 56 7.06 280

28 Total 16400

29 Floating Population (@5% of 4) 820

30 Commercial 6000 sq. mtr.

2000 3 person/ sq.m 2000

31 Floating population (@ 5% of 6) 100

32 Total Population (Residential + Commercial) 19320


Annexure VI

Parking Statement

Sr. No. Type of Parking

Parking ratio Parking area in sq.m No. of Parking

Required* Provided Required* Provided Required* Proposed

A Tenements having carpet area 50 to 100 sq m (437 tenements)

1 Four (4) wheeler 3 car / 1 flat

3 car / 1 flat

40020 40020 146 1334

2 Two wheeler 1 scooter /

1 flat 1 scooter

/ 1 flat 1770 1770 583 590

3 bicycle 1 cycle / 1 flat

1 cycle / 1 flat

826 826 583 590

B Tenements having carpet area up to 50 sq m (2843 tenements)

1 Four (4) wheeler -- -- ‐‐ ‐‐ -- --

2 Two wheeler 1 scooter /

1 flat 1 scooter

/ 1 flat 10680 10680 3554 3560

3 bicycle 1 cycle / 1

flat 1 cycle /

1 flat 4984 4984

3554 3560

C Tenements having carpet area above 150 sq m (1 tenements)

1 Four (4) wheeler 3 car / 1 flat

3 car / 1 flat

2040 2040 102 102

2 Two wheeler 2 scooter / 1 flat

2 scooter / 1 flat

204 204 68 68

3 bicycle 2 cycle / 1 flat

2 cycle / 1 flat

95.2 95.2 68 68

D Commercial (SHOWROOM & SHOP AREA) 578.92/100 = 5.79 say =6 nos.

1 Four (4) wheeler for 100 m2

(3 cars) - 360 360

18 18

2

Two wheeler for 100 m2

(9 scooter) - 162 162 54 54


3 bicycle for 100 m2

(3 cycle) - 25.2 25.2

18 18

E Commercial (OFFICE COMM. NON CONGESTED ) 737.90 / 200 = 3.68 say = 4 nos.

1 Four (4) wheeler for 200 m2

( 5 cars) - 400 400

20 20

2 Two wheeler for 200 m2

(12 scooter)

- 144 144

48 48

3 bicycle for 200 m2

( 4 cycle) - 22.4 22.4

16 16

E Visitors parking (10%)

1 Four (4) wheeler - - 480 480 24 24

2 Two wheeler - - 93 93 31 31

3 bicycle - - 28 28 20 20

F Total (A +B+C+D+E)

1 Four (4) wheeler - - 7980 7980 266 266

2 Two wheeler - - 1011 1011 337 337

3 bicycle - - 314 314 224 224

Total Parking area = Cover [ 7115.74 ] + Open [ 2189.26 ] = 9305 Sq.m


Annexure VII

Water Demand (per Day) and Water Budget For NANO PROJECT

Sr. No.

Type of Buildings

No. of Tenements/

Area Occupancy Population

Water Requirement

(LPCD)

Total Water Requirement in

m3/Day

1 Residential 1654 flats 5 nos. 8270 nos 135 ltr/day 1116.4m3/day

2 Floating Population

--- 50 nos. 50 nos. 15 ltr/day 0.75 m3/day

3 Total residential population 1117.2 m3/day

4 Commercial

Mall (Shop)

30 nos 40 nos. 40 nos. 25ltr/day 1.0m3/day

5 Floating

Population

Visitor

-- 20 nos. 20nos. 25ltr/day 0.5 m3/day

6 Total commercial population 1.5 m3/day

7 Total residential+ commercial population 8380nos. ---

8 Landscape Area

9 Total domestic water requirement (3+6) 1118.7 m3/day

10 Fresh water requirement (m3) (67% of 3+33% of 6) 749.0 m3/day

11 Flushing water requirement (m3) (33% of 3+67% of 6) 369.67 m3/day


Annexure VI

Water Budget For NANO PROJECT

Domestic 749m3 Flushing 369.67m3

Consumption/Loss (20%) 149.8m3

Domestic + Flushing

599.2 m3 +369.67 m3

Sewage 968.87CMD

(Capacity 1050 m3/Day)

Recycled Water

970 m3

PMC

500.33m3

Gardening

100 m3

Flushing

369.67 m3


Annexure V

Water Demand (per Day) and Water Budget For PHASE-I & SCHOOL

Sr. No.

Type of Buildings

No. of Tenements/


Water Requirement

(LPCD)


m3/Day

1 Residential 615 nos flats 5 nos 3075 nos 135ltr/day 415.12 m3/day




4 Commercial

(Children)

12 class room

1450 nos. 1450 nos. 12.5 ltr/day 1.8 m3/day

5 Floating

Population

Staff

-- 40 nos. 40 nos. 25 ltr/day 1.0 m3/day


7 Total residential+ commercial population 4595 nos. ---

8 Landscape Area





Annexure VI

Water Budget For PHASE- I & SCHOOL

Domestic 279.35m3 Flushing138.97m3


Domestic + Flushing

223.48 m3 +138.97 m3

Sewage 362.45CMD


Recycled Water

360 m3

PMC

146.03m3

Gardening

75 m3

Flushing

138.97m3


Annexure V

Water Demand (per Day) and Water Budget For PHASE-II,III,IV,V & MALL

Sr. No.

Type of Buildings

No. of Tenements/


Water Requirement

(LPCD)


m3/Day

1 Residential 1141 flats 5 nos. 5705 nos 135 ltr/day 770 m3/day




4 Commercial

Mall (staff)

---- 50 nos. 50 nos. 25ltr/day 1.25 m3/day

5 Floating

Population

Visitor

-- 800 nos. 800 nos. 25ltr/day 20.0 m3/day


7 Total residential+ commercial population 6555 nos. ---

8 Landscape Area





Annexure VI

Water Budget For PHASE- II,III,IV,V & MALL

Domestic 523.21m3 Flushing268.26m3


Domestic + Flushing

418.56 m3 +268.26 m3

Sewage 686.82CMD


Recycled Water

690 m3

PMC

326.74m3

Gardening

95 m3

Flushing

268.26m3



Annexure IX

Details of Sewage Treatment Plant For Nano City

I. Calculation for STP:

Total no of tenements for Building A ,B,C - 1654 Flats

Occupancy load (1654 x 5) - 8270 persons + 60 no. for commercial

Total Water Demand - 11,19,450 lit./day

Expected sewage generation - 10,07,505 lit./day

STP Capacity - 1050 m3 /day

The plant will be designed for extended aeration process and its capacity will be as below:

Particulars Total Capacity

STP Capacity (Cum /day )- 1050 m3

The treated waste water will be recycled for (a) For flushing (b) For gardening

II. Quality of treated Waste Water (WW):

The wastewater generated is exclusively domestic in nature and hence quality of sewage is known

(as per standard range). The parameter would be as follows:

PARAMETERS INLET SEWAGE TREATED SEWAGE

pH 6 to 8 6.5 to 9.0

TSS 150-250 mg/l < 50 mg/l

BOD 250- 300 mg/l < 50 mg/l

COD 400- 500 mg/l < 100 mg/l

Oil & Grease 20- 40 mg/l < 5 mg/l

Details of Sewage Treatment Plant For Phase I & School


The proposed project consists 7 No’s of Residential Building



Occupancy load (615 x 5) - 3075 persons + 1450 (School) + 40 (Staff)

Total Water Demand - 4,34,125 lit./day

Expected sewage generation - 3,90,712.5 lit./day










pH 6 to 8 6.5 to 9.0

TSS 150-250 mg/l < 50 mg/l

BOD 250- 300 mg/l < 50 mg/l

COD 400- 500 mg/l < 100 mg/l

Oil & Grease 20-40 mg/l ---


Details of Sewage Treatment Plant For Phase II,III,IV,V & Mall



Occupancy load (1141 x 5) - 5705 persons + 850 (Mall)

Total Water Demand - 7,91,425 lit/day

Expected sewage generation - 7,12,282.5 lit/day










pH 6 to 8 6.5 to 9.0

TSS 150-250 mg/l < 50 mg/l

BOD 250- 300 mg/l < 50 mg/l

COD 400- 500 mg/l < 100 mg/l

Oil & Grease 20-40 mg/l -----



Annexure XI

SWM Generation, Treatment and Disposal For Nano City

Details Residential Commercial Total

Population of project 8270 60 8330

Biodegradable Waste generation (Kg/day/capita) 0.285 0.05

Total Biodegradable Waste (Kg/day) 2357 kg/day 3 kg/day 2360 kg/day

Non Biodegradable Waste generation (Kg/day/capita) 0.175 0.100

Total Non Biodegradable Waste (Kg/day) 1447 kg/day 6 kg/day 1453 kg/day

Disposal: Biodegradable Waste Through Organic waste convertor

Disposal: Non- Biodegradable Waste Through authorized vendor


SWM Generation, Treatment and Disposal for Phase I




Total Biodegradable Waste (Kg/day) 876.37 kg/day 74.5 kg/day 950.87 kg/day


Total Non Biodegradable Waste (Kg/day) 538 kg/day 149 kg/day 687 kg/day




SWM Generation, Treatment and Disposal for phase II,III,IV,V & Mall




Total Biodegradable Waste (Kg/day) 1626 kg/day 43 kg/day 1669 kg/day


Total Non Biodegradable Waste (Kg/day)

998.3 kg/day 85 kg/day 1083.3 kg/day



Solid Waste Disposal

Disposal of Non-Biodegradable waste:

Non biodegradable waste will be collected separately from source of generation and further separation as paper, plastic and metal will be done as solid waste management facility and then disposed through authorized vendors


Disposal of Biodegradable waste:

For disposal of solid waste is a big community problem in era of urbanization Following are the effects 1.Foul Odor 2. Unhygienic and ugly looking vicinity 3.Germs and insects breeding 4.Diseases and epidemic 5.Health and fire Hazardous 6.Non-Availability of Land 7.Long distance transport of garbage and dumping site For disposal of solid waste in sustainable way Organic waste converter is useful in residential complexes.

Biomechanical Process of Waste conversion

Organic waste (Kitchen and Garden waste)

Waste Treatment With Bioculture


In Curing system for 2 weeks

Homogenized Odor Free Output

Compost (Used in Own Garden as

manure)

“ Mohan Suburbia “ By Mohan Lifespaces

Annexure XVII

FIRE FIGHTING SYSTEM DETAILS

1. Fire provisions are proposed as per local fire authority & NBC.

2. Refuse areas are provided as per the requirements of Town Planning Authority / D.C. rules of PMC.

3. Overhead water tank having capacity of 20000 Ltrs. is proposed in each building.

4. Hydrant valve & house reel are proposed at each landing with necessary equipments.

5. Fire service inlets are proposed at near the Main Entrance Gate in such a way that It should be accessible for fire service personal for easy operation.

6. In the Underground water tank, main fire pump with standby pump & Jokey Pump are proposed, with Positive Suction.

7. Booster pumps are proposed on Terrace Level of each building.

8. Generator back-up will be provided to every fire pump.

9. Court yard Hydrant System is proposed as per the fire authority rules.

10. One fire cum stretcher lift and one fire staircases are proposed to be provided with fire retardant doors in each building.

11. Transformers are proposed out of the buildings.

12. Portable fire extinguishers are proposed to be installed at strategic location such as-

• Main metering panel in each building. • Transformer room • Lift rooms & pump rooms • Entrance lobby of each building • Parking area

13. Telephone numbers of fire brigade, nearest hospital and such other emergency numbers are proposed to be displayed on the notice boards.

14. Photo luminous fire exit & other signs are proposed to be provided on each floor and other necessary places.

“ Mohan Suburbia “ By Mohan Lifespaces

Annexure XIX

List of Building Materials & Equipments

List of Materials

Sr. No. Item

1 Cement

2 Steel

3 Sand

4 Metal

5 Hollow blocks

6 Metal

7 Crush sand

8 Others-Plywood, Tiles, Granite, Marble, Plaster of Parries, Murum

Machinery and equipments

Sr.

No.

Machinery

1 Two bag concrete Mixer

2 Four bag Concrete Mixer

3 Concrete Pump

4 Earth Compactor

5 JCB

6 Rock Excavator

7 Vibrators

8 Concrete Vibrator

9 Drill Machine

10 Shuttering Material

11 Rope Hoiste

12 Concrete Batching Plant

Documents

Area Statement Details - Welcome to Environmentenvironmentclearance.nic.in/writereaddata/FormB/TOR/Additional... · 22.40 42 TOTAL :‐ 168 7.68 840 11 TYPE – XII x 1 1919.16 22.40