Appendix A

A-1

A-2

A-3

Appendix B

District Alternative II Alternative III RemarksTreatment Plant Capacity (mld) Salori STP C 100 35 FAB Rajapur STP D 20 80 UASB++Total 120 115Pumping Station Capacity (mld) Allopibagh PS D 62 41Total 62 41Land Required (ha) Salori STP C 6.0 2.1

7.0 28.05.6 4.2 Land for banking (+80%, +15%)

Alopibagh PS D 0.0 0.0Total 18.6 34.3Banking (m3) Rajapur STP 440,720 860,860

District Alternative II Alternative III RemarksCapital Cost (Rs. Million)Salori STP C 460.0 161.0

60.0 240.0220.4 430.4 Banking

M/E 20.3 15.1Civil 30.7 0.0RM 47.7 34.4

Total 839.0 880.9

District Alternative II Alternative III RemarksLand Cost (Rs. Million)Salori STP C 0.0 0.0Rajapur STP D 50.4 128.8Alopibagh PS D 0.0 0.0Total 50.4 128.8

District Alternative II Alternative III RemarksAnnual O/M Cost (Rs. Million/year)Salori STP C 59.0 20.7Rajapur STP D 2.6 10.4Alopibagh PS D 1.1 0.5Total 62.7 31.5

District Alternative II Alternative III RemarksLife Cycle Cost Land 48.0 122.7 Capital 799.0 839.0 O&M 963.4 484.3Total Present Value (Rs. Million) 1,810.4 1,445.9

Table B1 Cost Comparison of Alternatives for District C and D

Alopibagh PS D

Rajapur STP D

Rajapur STP D

Final Report on Water Quality Management Plan for Ganga River Volume III-3, Sewerage Master Plan for Allahabad City

B-1

District Alternative IV Alternative V RemarksTreatment Plant Capacity (mld)Numaya Dahi B 0 45 WSPSulemsarai STP E 85 40 UASB++Total 85 85Pumping Station Capacity (mld)Lukerganj PS B 41 23Ghaghar Nala PS B 18 41Sasur Khaderi PS B 5 5Total 64 69Land Required (ha)Numaya Dahi B 0.0 56.3Sulemsarai STP E 29.8 14.0Lukerganj PS B 1.0 1.0Ghaghar Nala PS B 1.0 1.0Sasur Khaderi PS B 1.0 1.0Total 32.8 73.3

District Alternative IV Alternative V RemarksCapital Cost (Rs. Million)Numaya Dahi B 0.0 72.0Sulemsarai STP E 255.0 120.0Lukerganj PS B M/E 12.3 6.9

Civil 19.5 3.9RM 43.3 0.3

Ghaghar Nala PS B M/E 5.4 15.1Civil 4.3 19.5RM 52.6 138.0

Sasur Khaderi PS B M/E 1.5 1.5Civil 2.2 2.2RM 26.8 26.8

Total 423.0 406.2

District Alternative IV Alternative V RemarksLand Cost (Rs. Million)Numaya Dahi B 0.0 225.0Sulemsarai STP E 119.0 56.0Lukerganj PS B 4.0 4.0Ghaghar Nala PS B 4.0 4.0Sasur Khaderi PS B 4.0 4.0Total 131.0 293.0

District Alternative IV Alternative V RemarksAnnual O/M Cost (Rs. Million/year)Numaya Dahi B 0.0 2.7Sulemsarai STP E 11.1 5.2Lukerganj PS B 0.7 0.3Ghaghar Nala PS B 0.4 1.1Sasur Khaderi PS B 0.1 0.1Total 12.2 9.4

District Alternative IV Alternative V RemarksLife Cycle Cost Land 124.8 279.0 Capital 402.8 386.9 O&M 187.8 143.8Total Present Value (Rs. Million) 715.4 809.8

Table B2 Cost Comparison of Alternatives for District B and E

Final Report on Water Quality Management Plan for Ganga River Volume III-3, Sewerage Master Plan for Allahabad City

B-2

Raj

apur

STP

20

mld

UAS

B+A

L)

Des

ign

Cap

acity

20m

ldLa

nd A

cqui

sitio

n(2

70m

x 4

60m

)12

.4ha

Long

Sec

tion

10m

7m

Cro

ss S

ectio

nof

Ban

k7m

= (3

8+10

)*7/

2=

168

m2

Leng

th o

f ban

k=

(230

+440

)*2

=m

Volu

me

of b

ank

=16

8*1,

340

=m

3Vo

lum

e of

recl

amat

ion

for U

ASB

and

Man

agem

ent B

uild

ing

=22

0*14

0*7

=m

3To

tal V

olum

em

321

5,60

044

0,72

0

460

m

270 m

1,34

022

5,12

0

Slud

ge D

ring

Bed

(200

*20)

Grit

Cha

mbe

r

Labo

.G

NSu

bSt

atio

n

Aera

ted

Lago

on (

200*

60)

14m

14m

Dis

tri.

Tank

UAS

B 1/

2

14m

140m

14m

450m

UAS

B 2/

2

Chlorination

10m

14m

14m

Final Report on Water Quality Management Plan for Ganga River Volume III-3, Sewerage Master Plan for Allahabad City

B-3

Raj

apur

STP

(80

mld

UA

SB+A

L)

Des

ign

Cap

acity

80m

ldLa

nd A

cqui

sitio

n(4

50m

x 7

00m

)31

.5ha

Long

Sec

tion

7m

Cro

ss S

ectio

nof

Ban

k7m

= (3

8+10

)*7/

2=

168

m2

Leng

th o

f ban

k=

(430

+680

)*2

=m

Volu

me

of b

ank

=16

8*2,

220

=m

3Vo

lum

e of

recl

amat

ion

for U

ASB

and

Man

agem

ent B

uild

=41

0*17

0*7

=m

3To

tal V

olum

em

3

700

m

450 m

UAS

B 8/

8

Labo

rato

ry

Gen

erat

orBu

ildin

gSu

b St

atio

n

UAS

B 3/

8

10m

14m

14m

14m

450m

14m

180m

Con

trol B

uild

ing

UAS

B 2/

8

UAS

B 1/

8

UAS

B 7/

8

UAS

B 6/

8

UAS

B 5/

8

UAS

B 4/

8

Grit

Cha

mbe

r

Dis

tri.

Tank

1/2

Dis

tri.

Tank

2/2

Aera

ted

Lago

on 2

/4 (1

50*8

0)Ae

rate

d La

goon

4/4

(150

*80)

Slud

ge D

ring

Bed

1/2

(400

*40)

Slud

ge D

ring

Bed

2/2

(400

*40)

Aera

ted

Lago

on 1

/4 (1

50*8

0)Ae

rate

d La

goon

3/4

(150

*80)

Chl

orin

eC

onta

ct

14m

14m

487,

900

860,

860

10m

372,

960

2,22

0

Final Report on Water Quality Management Plan for Ganga River Volume III-3, Sewerage Master Plan for Allahabad City

B-4

Appendix C

P

P

P

P

P

P

P P

P

P

P

P

P P

Prop

osed

ST

P

Prop

osed

ST

P

Prop

osed

ST

P E

xist

ing

STP

Zone

V

Zone

V

Zone

IV

Zone

II

Zone

III

Zone

I

Ras

ulab

ad P

ropo

sed

PS

Gob

indp

ur P

ropo

sed

PS

Mum

ford

ganj

PS

Bak

hshi

Ban

dh P

ropo

sed

PS

Alla

hpur

PS

Dar

agan

j PS

Alo

piba

gh P

S

Min

to P

ark

Prop

osed

PS

Luk

arga

nj P

S

Kar

ela

Bag

h

Prop

osed

PS

Gau

ghat

PS

C-1

199

5 Se

wer

age

Mas

ter

Plan

Final Report on Water Quality Management Plan for Ganga River Volume III-3, Sewerage Master Plan for Allahabad City

C-1

1

2 4

3

5

6

7

10

9

8

11

SPS

at R

ajap

ur N

ala

Gha

t Sew

er

Prop

osed

ST

P at

TV

Tow

er N

ala

Prop

osed

ST

P at

Gha

ghar

Nal

a

Raj

apur

Nal

a

Gha

ghar

Nal

a

RC

C S

ewer

L

=1,8

00m

Dia

900

mm

(PSC

),

L=7

,200

m

C-2

UPJ

N G

AP-

II P

ropo

sed

STP

and

Nal

a Ta

ppin

g

Salo

ri N

ala

Prop

osed

ST

P at

Sal

ori N

ala

List

of P

ropo

sed

STP

unde

r GAP

-II

No.

Nam

e (L

ocat

ion)

Met

hod

Cap

acity

(mld

)R

emar

ks

1 In

dira

Ava

Nal

aA

erat

ion+

Dis

infe

ctio

n0.

42

Pon

ghat

Nal

aD

uckw

eed

Pon

d2.

03

Kof

har N

ala

Oxi

datio

n D

itch

8.0

4 N

ehru

Par

k N

ala

Aer

atio

n+D

isin

fect

ion

1.0

5 T

V T

ower

Nal

aO

xida

tion

Ditc

h24

.06

Shi

vkut

i Dra

ins

Aer

atio

n+D

isin

fect

ion

3.7

7 S

alor

i Nal

aFA

B29

.0S

anct

ione

d8

Mai

n H

agar

Nal

aFA

B48

.09

Sha

tri B

ridge

Nal

aA

erat

ion+

Dis

infe

ctio

n0.

610

Lut

ere

Nal

aO

xida

tion

Pon

d2.

011

Maw

aiya

Nal

aD

uckw

eed

Pon

d11

.012

Nai

niA

SP

60.0

Exi

stin

g

Tota

l18

9.7

Final Report on Water Quality Management Plan for Ganga River Volume III-3, Sewerage Master Plan for Allahabad City

C-2

Final Report on Water Quality Management Plan for Ganga River Volume III-3, Sewerage Master Plan for Allahabad City

C-3

C-4

Final Report on Water Quality Management Plan for Ganga River Volume III-3, Sewerage Master Plan for Allahabad City

C-5

C-6

Legend

Existing STP

Proposed STP

Proposed SPS

Existing SPS

D

A

E

B

G

C

F

FSA 2

FSA 1

G 1G 1

B-2B-2

B-1B-1

A-1A-1

A-10A-10

G 2G 2

D-9D-9

A-5A-5

A-13A-13

A-6A-6

A-2A-2

D-1D-1

D-10D-10

D-14D-14

A-4A-4

D-5D-5

A-14A-14

D-2D-2D-3D-3

D-8D-8

D-4D-4

A-8A-8

A-11A-11

A-3A-3

C-5C-5

D-7D-7

A-12A-12

D-6D-6

D-13D-13

A-9A-9

A-7A-7

D-15D-15

55

33

22

11

66

77

88

99

44

1414

1212

1010

1515

1313

1111

Gaughat PSGaughat PS

Naini STP(80MLD)Naini STP(80MLD)

PROJECT

THE STUDY ON WATER QUALITY MANAGEMENT PLANFOR GANGA RIVER IN THE REPUBLIC OF INDIA

LOCATION

ALLAHABAD CITY

DRAWING C 7

TRUNK SEWERS AND LATERALSDISTRICT ACTI ENGINEERING INTERNATIONAL CO. LIMITED

TOKYO ENGINEERING CONSULTANTS CO. LIMITED

0 0.5 10.25Kilometers

INDEX MAP

JAPANINTERNATIONAL COOPERATIONAGENCY

Proposed Gravity Sewer

Proposed Rising Main

Sewerage Sub District Boundary

Sewerage District Boundary

E - 11 , 2

Sewerage Sub District

Node Number

O 600L=900m

O 600L=900m O 900L=1250m

O 900L=1250m

O 900L=750m

O 900L=750m

O 1400

L=850mO 1400

L=850mO 1200L=1050m

O 1200L=1050m

O 700L=2200m

O 700L=2200m

O700L=1650m

O700L=1650m

O914

,686

L=1500mO

914,686

L=1500m

Replace Existing Pipe

Rehabilitate Existing Pipe

O559

L=300mO

559L=300m

O1400

L=800mO

1400L=800m

O 610L=1350 m

O 610L=1350 m

O 700

L=1500mO 700

L=1500m

O610

L=700mO

610L=700m

O 600L=1200m

O 600L=1200mO

600

L=11

00m

O60

0L=

1100

m

C-7

Legend

Proposed STP

Proposed SPS

Existing SPS

D

A

E

B

G

C

F

FSA 2

FSA 1

B-2B-2

B-1B-1

E-3E-3

A-10A-10

A-1A-1E-4E-4

A-13A-13

A-4A-4

A-5A-5

E-2E-2 E-5E-5

A-11A-11

A-8A-8

A-12A-12

A-9A-9

E-1E-1

A-2A-2

G 1G 1

D-5D-5

A-3A-3

1

3

22

Lukergunj PS

BENIGANJBENIGANJ

LUKARGANJLUKARGANJKHUSRU BAGH

PROJECT

THE STUDY ONWATER QUALITY MANAGEMENT PLANFOR GANGA RIVER INTHE REPUBLIC OF INDIA

LOCATION

ALLAHABAD CITY

DRAWING C 8

TRUNK SEWERS AND LATERALSDISTRICT B & FSA 2CTI ENGINEERING INTERNATIONAL CO. LIMITED

TOKYO ENGINEERING CONSULTANTS CO. LIMITED

0 0.5 10.25Kilometers

INDEX MAP

JAPANINTERNATIONAL COOPERATIONAGENCY

Gravity Sewer

Rising Main

Sewerage Sub District Boundary

Sewerage District Boundary

E- 11 , 2

Sewerage Sub District

Node Number

ToNum

ayaDam

i STP

(50MLD)

ToNum

ayaDam

i STP

(50MLD)

FSA 2

O 1400L=2000m

O 1400L=2000m

O12

00L=

10,00

0m

O12

00L=

10,00

0m

O 500L=2000m

O 500L=2000m

O12

00L=

1300

m

O12

00L=

1300

m

C-8

D

A

E

G

C

F

FSA 1

FSA 1

D-17D-17

C-3C-3

C-1C-1

D-4D-4

C-2C-2

C-5C-5

D-2D-2D-3D-3

D-1D-1

D-16D-16

C-4C-4

D-8D-8

D-14D-14

D-15D-15

D-5D-5

A-1A-1 D-9D-9

D-6D-6

D-7D-7 D-11D-11

D-12D-12

55

11

22

33

44

Salori STP (35 MLD)Salori STP (35 MLD)

PROJECT

THE STUDY ONWATER QUALITY MANAGEMENT PLANFOR GANGA RIVER INTHE REPUBLIC OF INDIA

LOCATION

ALLAHABAD CITY

DRAWING C 9

TRUNK SEWERS AND LATERALSDISTRICT C

CTI ENGINEERING INTERNATIONAL CO. LIMITED

TOKYO ENGINEERING CONSULTANTS CO. LIMITED

0 0.5 10.25Kilometers

INDEX MAP

JAPANINTERNATIONAL COOPERATIONAGENCY

Legend

STP(Sanctioned UnderGAP II)

Proposed Gravity Sewer

Proposed Rising Main

Sewerage Sub DistrictBoundary

Sewerage District Boundary

E- 11 , 2

Sewerage Sub District

Node Number

O 700L=600m

O 700L=600m

O 900L=750m

O 900L=750m

O1200

L=2000mO

1200

L=2000m

O 1400L=2600m

O 1400L=2600m

O 1400L=2000m

O 1400L=2000m

C-9

C-10