This document provides details of the services and infrastructure planning for a housing development project in Majhola, Moradabad, India. The project will develop 3.76 acres of land into residential and commercial plots. Services include roads, water supply, drainage, sewage system, and a water balance diagram. Alternatives and suggestions are also provided, such as changing the sewage treatment plant model and adding fire safety measures.

1. SERVICES OF BUILD ENVIRONMENT
PROJECT
MBA(CPM) –SECTION A GROUP 2
PROJECT GROUP 1
ABIN BABU ,PUNEET SURI ,
POORVA RATHORE,
Page 1
POORVA RATHORE,
MOHIT MISHRA,DEVESHVARMA
SERVICES IN PLOT
DEVELOPMENT

2. CONTENTS
•INTRODUCTION & AUTHORITIES
•APPROVAL & BYELAWS
•AVAILABLE SERVICES & DETAILING
•WATERBALANCE DIAGRAM
•ALTERNATIVES & SUGGESIONS
Page 2
•ALTERNATIVES & SUGGESIONS

3. INTRODUCTION
Page 3

4. INTRODUCTION & AUTHORITIES
RESPONSIBLE
• Labourers cooperative housing
committee,Majhola
• Under the Uttar Pradesh Awas Vikas Parishad
Page 4
• Under the Uttar Pradesh Awas Vikas Parishad

5. SITE LOCATION
Page 5

6. • Based on housing for all to include EWS and LIG
housing at Majhola,Moradabad.
• Total Area of the Project is 446.84 Acres.
• Project phase 1 under construction and being
considered for the project work.
Page 6
• Phase 1 - 3.76 Acres

7. LANDUSE DETAILS
SL NO PARTICULARS AREA IN HA %OF
TOTAL
1 Residential 0.8187 53.75
2 Nursery school .0605 3.97
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2 Nursery school .0605 3.97
3 Shops .0680 4.47
4 green/ park .2287 15.01
5 Roads /path .3473 22.83
TOTAL 1.5232/3.76 Acres 100

8. FACILITIES PROVIDED
• Park - .2287 HA
• Nursery school - .0605 HA
• Convenient shops – .0680 HA
• Residential - .8187 HA
• Roads /Path- .3473 HA
Page 8
• Roads /Path- .3473 HA
• Sizes of Roads provided
9 m wide
7.5 m wide
12 m wide

9. PLOT DIVISION
Plot size (m*m) Type Number of plots
5 m * 12m Residential 39
8 m * 16m Residential 13
9 m * 20m Residential 9
Page 9
10 m *15 m Residential 6
3.57 m * 8.4m EWS 10
4.76 m * 3.4m LIG 10

10. APPROVAL & BYELAWS
Page 10

11. BYELAWS ,DESIGN CODES CONSIDERED
• SP 7;NATIONAL BUILDING CODE 2005
• UP BYE LAWS
• BYE LAWS FOR AWAAS VIKAS YOJANA IS NOT UPDATED TILL NOW ON
THE WEBSITE.
• HOWEVER, LOCAL MORADABAD BYE LAWS HAVE BEEN CONSIDERED IN
Page 11
• HOWEVER, LOCAL MORADABAD BYE LAWS HAVE BEEN CONSIDERED IN
THE PROJECT AS WELL.
• UTTAR PRADESH JAL NIGAM BYE LAWS.

12. AVAILABLE SERVICES &
DETAILING
Page 12

13. • Design criteria followed for
–Roads
–Water supply
–Drain
Page 13
–Drain
–sewage

14. MAJHOLA YOJANA ROAD
CROSS SECTION PLAN
CROSS SECTION OF ROAD
Page 14

15. WATER SUPPLY & DRAIN
Based on UP Jal nigam design
criteria.
 Individual Scale -155
lpcd
 75% of water would be
drained through
sewers.
 Min 1 m head to be kept
in all branch lines as
based on UP jal nigam
Rules.
 Terminal pressure of
0.60m where two lines
meet.
Page 15
sewers.
 Pipe diameter and head
loss calulations based
on modified Hazen
Williams formula.
 Value of C for PVC pipes
has been taken as 145.
meet.
 Peak factor of 3.00 has
been taken as
contributing population
in the area not more
than 50000.

16. Modified hazen williams formula
S=frictional slope ,HL/L
the equation can be modified into
Page 16
the equation can be modified into

17. Distance in m Sectional
population
Total population Discharge per
day
Dia of pipe Type of pipe Loss of
head per
1000 in m
Loss * cr
15 30 30 14.1 100 Pvc
27 30 30 14.10 100 Pvc
25 50 50 23.5 100 Pvc
86 190 250 117.5 100 Pvc 0.38 0.033
27 25 325 152.75 100 Pvc 0.61 0.016
40.50 50 50 23.50 100 Pvc
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40.50 50 50 23.50 100 Pvc
47 50 100 47 100 Pvc
41 40 100 47 100 Pvc
38 60 160 75.2 100 Pvc 0.15 0.006
52 90 575 270.25 100 Pvc 1.77 0.092

18. WATERBALANCE DIAGRAM
Page 18

19. SL NO TYPE TYPE OF
USE
NO OF DU
‘S
POPULATION DENSITY EXPECTE
D
POPULAT
ION
WATER
REQUIRE
MENT
TOTAL
CONSPT
N
%FLOW
TO
SEWER
FLOW TO
SEWER
1 5*12 RES 39 2/DU 78 155 LPCD 12090 90 10881
2 8*16 RES 13 3/DU 39 155 LPCD 6045 90 5440
3 9*20 RES 9 4/DU 36 155 LPCD 5580 90 5022
4 10*15 RES 6 4.5/DU 27 155 LPCD 4185 90 3766
5 3.57*8.4 EWS 10 3/DU 30 155 LPCD 4650 90 4185
6 4.76*3.4 LIG 10 2/DU 20 155 LPCD 3100 90 2795
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7 NURSERY EDU 605M2 @4SQM/P 152 45 LPCD 6840 90 6156
8 SHOPS MER 680M2 @2SQM/P 226.67 30 LPCD 6800.1 90 6126
SUBTOTAL A 49290 44370
9 GARDEN
@25KL/A
CRE/DAY
0.565AC
RE
25KL/ACRE/DAY 14125L 0 0
SUBTOTAL B 14125 0
10 ADDITION
AL
WATER
USAGE
10000 100 10000

20. • Grand total =a +b+c =73415 lpd
• Flow to stp =54361 lpd
• Water demand for domestic purposes=59 290 lpd
• Stp influent load =54361 lpd
• Recovery % = 13590.25 lpd
• Use of recycled water = 14125 lpd
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• Use of recycled water = 14125 lpd
• Discharge to public sewer (75%)= 40770 lpd
• Excess water required=535 lpd

21. AWAAS VIKAS YOGANA
DEVELOPMENT
59290 + 535
LPD
54361 LPD
14125 LPD
Page 21
STP
40770 LPD

22. ALTERNATIVES & SUGGESIONS
Page 22

23. • CHANGES IS STP MODEL
• REQUIREMENT OF FIRE SAFETY MEASURES
• BITUMEN ROADS
Page 23

24. AWAAS VIKAS YOGANA
DEVELOPMENT
45165 LPD
40648.5 LPD
30010 LPD
SUGGESTED MODEL
Page 24
STP(90%)
6573 LPD

25. v
park
Plot type 1
2 nursery
6
Page 25
v
Type 3 Type 4 & 5 shop

26. Page 26

27. Page 27

28. Page 28