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113.
648
113.
883
77.0
0
00.0
0
(OF MANHOLE CHABER)INVERTLEVEL
114.
01
222.
00
124.
383
125.
010
GROUND LEVEL(MANHOLE TOP LEVEL)
DATUM
119.00
120.00
121.00
114.00
112.00
111.00
113.00
110.00
117.00
116.00
115.00
118.00
125.
198
122.00
123.00
124.00
125.00
126.00
113.
314
449.
00
507.
0011
3.22
2
123.
814
123.
972
CHANAGE
NODE NO.
DIAMETER (mm)
COVER DEPTH
2100
2100
2100
2100
2100
8.28
7
8.78
6
9.35
3
8.23
9
8.55
3
MH-5B
MH-4B
MH-3B
MH-2BMH-1B
TC_N
1
MH- 5
BØ 2100MM
Ø 2100MM
TUBEWEL L NO. 5
CANTONMENT AREA
Ø 2100MM
Ø 2100MM
CH-5
07.00
MH- 4
B
CH-4
49.00
MH- 3
B
CH-2
22.00
CH-7
7.00
MH- 2
B
CH-0
0.00
MH- 1
B
MAT
CH L
INE
1
TBM-117.700 M.
BH-18
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM TUBE WELL NO. 5 CANTONMENT AREA TO
CHABBILE PURWA (MEETING POINT OF 60" TRUNK SEWER) (SHEET 1/5)
KAN-PPM-TC-178
112.
976
662.
0012
4.25
6
113.00
114.00
117.00
115.00
116.00
118.00
(OF MANHOLE CHABER)INVERTLEVEL
GROUND LEVEL(MANHOLE TOP LEVEL)
110.00
111.00
112.00
125.00
119.00
121.00
120.00
122.00
124.00
123.00
COVER DEPTH
DIAMETER (mm)
NODE NO.
CHANAGE
9.05
221
00TC
_N2
MH-6B
DATUM
MH-
6BCH
-662
.00
Ø 2100MM
MANHOLE COULD NOT BE SURVEYED BECAUSE OF MILATARY RESTRICTION MILATARY RESTRICTION
Ø 2100MM
MANHOLE COULD NOT BE SURVEYED BECAUSE OF
MH-
7BCH
-138
7.00
MAT
CH L
INE
1
MAT
CH L
INE
2
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM TUBE WELL NO. 5 CANTONMENT AREA TO
CHABBILE PURWA (MEETING POINT OF 60" TRUNK SEWER) (SHEET 2/5)
KAN-PPM-TC-279
TBM-117.700 M.
BH-18
111.
901
1387
.00
111.
581
111.
751
1602
.00
1482
.00
119.
021
122.
531
118.
961
111.
314
111.
444
1686
.00
1776
.00
122.
984
122.
564
113.00
114.00
117.00
115.00
116.00
118.00
(OF MANHOLE CHABER)INVERTLEVEL
GROUND LEVEL(MANHOLE TOP LEVEL)
110.00
111.00
112.00
125.00
119.00
121.00
120.00
122.00
124.00
123.00
COVER DEPTH
CHANAGE
DIAMETER (mm)
NODE NO.
4.96
6
4.97
3
8.73
8
9.32
1
9.06
7
2100
TC_N
3
TC_N
4
2100
2100
2100
2100
MH-7B
MH-8B
MH-9BMH-10B
MH-11B
DATUM
Ø -2100 MM
MH- 9B
Ø -2100 MM
MH- 1
0B
CH-1
387.
00M
H- 7B
Ø -2100 MM
MH-
8B
Ø -2100MM
CH-1
482.
00
CH-16
02.00
CH-16
86.00
MAT
CH L
INE
2
MATC
H LIN
E 3
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM TUBE WELL NO. 5 CANTONMENT AREA TO
CHABBILE PURWA (MEETING POINT OF 60" TRUNK SEWER) (SHEET 3/5)
KAN-PPM-TC-380
TBM-117.700 M.
BH-18
123.
055
122.
564
1871
.00
111.
305
1776
.00
111.
314
122.
462
1979
.00
111.
212
120.
301
2269
.00
111.
201
113.00
114.00
117.00
115.00
116.00
118.00
(OF MANHOLE CHABER)INVERTLEVEL
GROUND LEVEL(MANHOLE TOP LEVEL)
110.00
111.00
112.00
125.00
119.00
121.00
120.00
122.00
124.00
123.00
CHANAGE
NODE NO.
DIAMETER (mm)
COVER DEPTH
2100
2100
2100
9.06
5
9.60
8
9.04
3
6.79
1
TC_N
5
MH-11BMH-12B
MH-13B
MH-14B
TC_N
6
DATUM
MH-
12B
CH-1
871.
00
MH- 1
3B
CH-19
79.00
Ø-2100 M
M
Ø -2100 MMMH
-11B
CH-17
76.00 Ø -2100 MM
MH-
14B
CH-2
269.
00
Ø -2100 MM
MATC
H LIN
E 3
MAT
CH L
INE
4
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM TUBE WELL NO. 5 CANTONMENT AREA TO
CHABBILE PURWA (MEETING POINT OF 60" TRUNK SEWER) (SHEET 4/5)
KAN-PPM-TC-481
TBM-117.700 M.
BH-18
111.
123
2453
.00
111.
193
2543
.00
111.
168
2727
.00
111.
117
2637
.00
110.
776
2864
.00
2820
.00
110.
953
118.
393
118.
068
117.
067
117.
373
116.
676
115.
453
110.
576
2992
.00
116.
326
113.00
114.00
117.00
115.00
116.00
118.00
(OF MANHOLE CHABER)INVERTLEVEL
GROUND LEVEL(MANHOLE TOP LEVEL)
110.00
111.00
112.00
119.00
120.00
NODE NO.
DIAMETER (mm)
CHANAGE
COVER DEPTH
5.03
621
00
4.67
221
00
4.04
221
00
3.75
221
00
2.25
721
00
3.66
321
00
3.56
721
00
TC_N
8
MH-15B
MH-16B
MH-17B
MH-18B
MH-19B
MH-20B
MH-21B
TC_N
7
TC_N
9
DATUM
Ø -2100 MM
CH-2
453.
00
MH-
15B
MH-
16B
CH-2
543.
00
Ø -2100 MM
Ø -2100 MM
MH-
17B
CH-2
637.
00Ø -2100 MM
MH- 19B
MH- 20B
CH-28
68.00
CH-28
20.00
Ø -2100 MM
%C -2100 MM
MH-
18B
CH-2
727.
00
Ø -2100 MM
MH-
21B
CH-2
992.
00
MAT
CH L
INE
4
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM TUBE WELL NO. 5 CANTONMENT AREA TO
CHABBILE PURWA (MEETING POINT OF 60" TRUNK SEWER) (SHEET 5/5)
KAN-PPM-TC-582
TBM-117.700 M.
BH-18
118.170I.L.118.432I.L.
112.
920
120.
970
268.
00
112.
932
119.
432
197.
00
117.00
113.
592
117.
092
100.
00
112.00
110.00
111.00
115.00
113.00
114.00
00.0
011
6.32
311
3.59
2
DATUM
116.00
112.
871
123.
271
462.
00
MH-1A
MH-2A
MH-3A
MH-4A
MH-5A
NODE NO.
DIAMETER (mm)
INVERT LEVELOF SEWER LINE
CHAINAGE
COVER DEPTH
GROUND LEVEL (MANHOLE TOP LEVEL)
CJ_N
122
501.2
5
CJ_N
222
504.2
2
TBM2-
119.13
5M
TANNERY
MO
TI N
AGAR
RO
AD
CHEM
ICAL
SST
AR
HOSP
ITAL
COM
PANY
FILEINDO
SCHO
OL
ASHIA
TRADERSNAAZ
MH
- 2A
CH-1
97M
H- 3
ACH-1
00
GANGA
PLANTACTION
PS-1
TBM1-
116.15
0M
CHAB
EELA
PUR
VA
MH-
1A
TANNERY
RELIENCE
TANNERY
AIZAZ
FINISHERLEATHER
HAMEED
TANNERY
300 Ø/ 118.432 250 Ø/ 118.170
MH
- 4A
CH- 4
62
CH- 2
68
MH
- 5A
CH-0
0
MAT
CH L
INE
1
L-SECTION
L-PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM CHABBILE PURWA (MEETING POINT OF 60" LINE)
TO JAJMAU CSPS(SHEET 1/8)
KAN-PPM-CJ-183
TBM-117.700 M.
BH-18
120.556I.L.
121.362I.L.
121.00
120.00
119.00
118.00
DATUM
116.00
114.00
113.00
115.00
111.00
110.00
112.00
117.00
123.
271
112.
871
462.
00
120.562I.L.
112.
662
122.
362
655.
00
120.461I.L.
119.861I.L.
120.156I.L.
112.
461
120.
861
948.
00
112.
556
121.
256
847.
00
121.662I.L.121.462I.L.
124.00
123.00
122.00 121.762I.L.118.170I.L.
MH-5A
MH-6A
MH-7A
MH-8A
NODE NO.
GROUND LEVEL
DIAMETER (mm)
(MANHOLE TOP LEVEL)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
CHAINAGE
GUJJU PURWA
TANNARY
S.D.I.
PURWAGAJJU
TANNERYKASIB
TANNERYABDULLA
ALITE
TANNERY
TANNERYSULTAN
TANNERY
HABIB
RO
AD
TANKWATER
OIL MILLS
TANNERY
WAHID
TANNERY
ALITE
RELIENCE TANNERYGALIB TANNERY
150 FT ROAD
MAT
CH L
INE
1
MAT
CH L
INE
2
L-PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM CHABBILE PURWA (MEETING POINT OF 60" LINE)
TO JAJMAU CSPS(SHEET 2/8)
KAN-PPM-CJ-284
TBM-117.700 M.
BH-18
118.00
119.00
120.00
121.00
DATUM
116.00
114.00
113.00
115.00
111.00
110.00
112.00
117.00
948.
0011
2.46
112
0.86
1
118.794I.L.
119.394I.L.
118.893I.L.118.743I.L.
119.143I.L.
112.
294
119.
994
1235
.00
112.
381
119.
981
1185
.00
112.
443
119.
643
1140
.00
MH-8A
MH-9A MH-11AMH-10A
CJ_N
322
505.3
5
NODE NO.
GROUND LEVEL
DIAMETER (mm)
(MANHOLE TOP LEVEL)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
CHAINAGE
GUJJU PURWA
TANNARY
S.D.I.
150 Ø / 120.461CH-9
48M
H- 8
A
CHOWKIPOLICE
CHUNGI
200
200 Ø / 119.59 I.L.200 Ø / 119.69 I.L.
200 Ø / 119.69 I.L.
MH
- 12A
CH-1
619
OVER HEAD WATER TANK
FACTORYFACTORY
FACTORY
COM
PONE
NTS
& E
QUI
PMEN
T LT
D.
INDIAN TANNING INDUSTRIES
MIRAGE TANNERY
TBM4-
121.25
5M
200 Ø / 119.394 I.L.
300 Ø / 118.794 I.L.
CH-1
235
200 Ø / 119.143 I.L.300 Ø / 118.743 I.L.
300 Ø / 118.89 I.L.
MH
- 10A
MH
- 9A
CH- 1
140 M
H- 1
1A
CH- 1
185
MAT
CH L
INE
2
MAT
CH L
INE
3
L-PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM CHABBILE PURWA (MEETING POINT OF 60" LINE)
TO JAJMAU CSPS(SHEET 3/8)
KAN-PPM-CJ-385
TBM-117.700 M.
BH-18
118.00
119.00
120.00
121.00
DATUM
116.00
114.00
113.00
115.00
111.00
110.00
112.00
117.00
1619
.00
112.
147
120.
797
120.472I.L.
119.072I.L.
120.322I.L.120.722I.L.
120.372I.L.
111.
372
121.
372
1881
.00
112.
022
121.
022
1784
.00
119.265I.L.
119.365I.L.
120.565I.L.
119.665I.L.
119.265I.L.118.965I.L.
120.465I.L.
111.
065
120.
865
2202
.00
111.
119
121.
219
2126
.00
MH-12A MH-13A MH-14A
MH-15A
MH-16A
CJ_N
422
507.7
5
NODE NO.
GROUND LEVEL
DIAMETER (mm)
(MANHOLE TOP LEVEL)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
CHAINAGE
TANN
ERY
STO
RE
EIDGAH ROAD
MASJID
DAROOLUM MAQDUMIYAN MADARSA
PIONEER TANNERYLABOUR HOUSE OF
200 Ø/ 119.07 I.L.
200 Ø / 120.472 I.L.
100 Ø / 120.722
150 Ø/ 120.37 I.L. 200 Ø / 120.322 I.L.
97M / Ø -2250 MM
MH
- 13A
CH- 1
881
CH- 1
784
MH
- 14A
200 Ø / 120.59 I.L.250 Ø / 120.29 I.L.
200 Ø / 119.59 I.L.
200 Ø / 119.69 I.L.
200 Ø / 119.69 I.L.
MH
- 12A
CH-1
619
SHAL
IMAR
LEAT
HER
TANN
ERY
300Ø / 119.365
I.L.
350Ø / 119.265 I.L
300Ø / 119.265 I.L
300 Ø / 119.665 I.L.
MACDOOMIA TANNERY
VISW
AAT
TECH
NICA
L LT
D.
PLO
T W
ITH
DENS
E TR
EES
SALI
MAL
TAN
NERY
BALM
ER L
AWIE
CO.
LTD.
TAHA
TAN
NERY
BONE MILL
MADINA TANNERY
TANNERY
250 Ø /120.46I.L.
300Ø / 118.96I.L.
MH-
16A
MH-
15A
245M / Ø -2250 MM
76M / Ø -2250 MM
CH-2
126
TO PS
4
GREATER ARAFAT TANNERY
ALPH
AN T
ANNE
RY
CH-2
202
MAT
CH L
INE
3
MAT
CH L
INE
4
L-PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM CHABBILE PURWA (MEETING POINT OF 60" LINE)
TO JAJMAU CSPS(SHEET 4/8)
KAN-PPM-CJ-486
TBM-117.700 M.
BH-18
118.00
119.00
120.00
121.00
DATUM
116.00
114.00
113.00
115.00
111.00
110.00
112.00
117.00
2202
.00
111.
065
120.
865
119.582I.L.
119.782I.L.
119.682I.L.
110.
739
119.
939
2699
.00
110.
882
120.
582
2507
.00
MH-16A
MH-17A
MH-18A
CJ_N
522
507.4
5
NODE NO.
GROUND LEVEL
DIAMETER (mm)
(MANHOLE TOP LEVEL)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
CHAINAGE
GLU
B TA
NNER
Y- II
MALIK TANNERY
RESHAM MILL
NAUS
HAD
TANN
ERY
TALA
T TA
MM
ARY
KANP
UR T
ANNE
RY
SAIR
A TA
NNER
Y
CLOS
ED T
ANNE
RY
M.I.R TANNERY
IDHGAH ROAD
PLOT
MILA
N TAN
NERY
SUNR
ISE
TANN
ERY
TANN
ERY
U.P.
INDU
STRI
ES
U. P
. IN
DUST
RIES
AND
CHEM
ICAL
ALI
DE
USHM
AN T
ANNE
RY
SUNR
ISE
TANN
ERY
B.S.
F IND
IA LT
D.
SHAL
IMAR
LEAT
HER
TANN
ERY
300 Ø / 119.365
I.L.
350Ø / 119.265 I.L
300 Ø / 119.265 I.L
300 Ø / 119.665 I.L.
200 Ø / 119.68 I.L.
250 Ø / 118.782300 Ø / 119.582 I.L.
CH- 2
507
MH
- 17A
TANNERY
250Ø /120.46I.L.
300 Ø / 118.96I.L.
MH-
16A
MH-
15A
76M / Ø -2250 MM
CH-2
126
GREATER ARAFAT TANNERY
ALPH
AN T
ANNE
RY
CH-2
202
NEW
LIG
HT T
ENNE
RY
GLU
B TA
NNER
YSU
PER
LEAT
HERS
LIM
ITED
TAN
NERY
LIM
ITED
SUPE
R LE
ATHE
RS
G.S
TAN
NERY
J.S
INTE
RNAT
IONA
L
GLU
B TA
NNER
Y-I
200 Ø / 118.739 I.L.
200Ø / 118.939 I.L.
CH- 2
699
MH
- 18A
MAT
CH L
INE
4
MAT
CH L
INE
5
L-PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM CHABBILE PURWA (MEETING POINT OF 60" LINE)
TO JAJMAU CSPS(SHEET 5/8)
KAN-PPM-CJ-587
TBM-117.700 M.
BH-18
118.00
119.00
120.00
DATUM
116.00
114.00
113.00
115.00
111.00
110.00
112.00
117.00
2699
.00
110.
739
119.
939
118.939I.L.118.739I.L.
110.
520
116.
420
3189
.00
115.650I.L.
MH-18A
MH-19A
CJ_N
622
503.6
5
NODE NO.
GROUND LEVEL
DIAMETER (mm)
(MANHOLE TOP LEVEL)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
CHAINAGE
HEDYK TANNERY
KACCHA
KACC
HA
100Ø / 1
15.620
I.L.
MH- 19A CH- 31
89
PS-3
PAPU
TAN
NERY
BABA
TAN
NERY
RAJA
TAN
NERY
KEM
TANN
ERY
BHARAT TANNERY
SEEMA TANNERAA
BHAN
TAN
NERY
MEH
BOO
B TA
NNER
Y
LUX
TANN
ERY
KDA C
OLON
EY
SANJAY NAGAR
GLU
B TA
NNER
Y
GLU
B TA
NNER
YSU
PER
LEAT
HERS
LIM
ITED
TAN
NERY
LIM
ITED
SUPE
R LE
ATHE
RS
G.S
TAN
NERY
J.S
INTE
RNAT
IONA
L
GLU
B TA
NNER
Y-I
200 Ø / 118.739 I.L.
200 Ø / 118.939 I.L.
CH- 2
699
MH
- 18A
LUX
TANN
ERY
MATCH
LINE 6
MAT
CH L
INE
5
MATCH
LINE 6
L-PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM CHABBILE PURWA (MEETING POINT OF 60" LINE)
TO JAJMAU CSPS(SHEET 6/8)
KAN-PPM-CJ-688
TBM-117.700 M.
BH-18
3189
.00
110.
520
116.
420
121.
155
3836
.00
110.
230
112.00
110.00
111.00
115.00
113.00
114.00
116.00
DATUM
117.00
120.00
119.00
118.00
MH-19A
MH-20A
CJ_N
622
503.6
5
NODE NO.
GROUND LEVEL
DIAMETER (mm)
(MANHOLE TOP LEVEL)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
CHAINAGE
100Ø / 1
15.620
I.L.
MH- 19A CH
- 3189
KDA C
OLON
EY
118.520 SCREEN AND GRID CHANNAL LEVEL
ROAD UNDER CONSTRUCTION
CH- 3
836.
411
MH
- 20A CH
- 389
6.09
1M
H- 2
1A
MUNNA TANNERY
KACCHA
BRIC
K RO
AD
ROAD
KACCHA
MAT
CH L
INE
7
L-PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM CHABBILE PURWA (MEETING POINT OF 60" LINE)
TO JAJMAU CSPS(SHEET 7/8)
KAN-PPM-CJ-789
TBM-117.700 M.
BH-18
3896
.00
110.
18
121.
14
3969
.00
110.
1111
6.80
0
4014
.00
110.
10
117.
823
DATUM
116.00
114.00
113.00
115.00
111.00
110.00
112.00
118.00
119.00
120.00
117.00
121.
155
110.
230
3836
.00
121.00
MH-21AMH-21A
MH-22A
MH-23A
CJ_N
722
508.7
1
NODE NO.
GROUND LEVEL
DIAMETER (mm)
(MANHOLE TOP LEVEL)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
CHAINAGE
CH- 3
836.
411
MH
- 20A
CH- 3
896.
091
MH
- 21A
MH
- 22A
CH- 3
969.
011
MH
- 23A
CH- 4
014.
611
MAT
CH L
INE
7M
ATCH
LIN
E 7
L-PLAN
L-SECTION
TBM-117.700 M.
BH-18
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM CHABBILE PURWA (MEETING POINT OF 60" LINE)
TO JAJMAU CSPS(SHEET 8/8)
KAN-PPM-CJ-890
CH-2
00
CH-50
SETH MOTILAL KHERIA SANATAN VIDYA
MANDIR SCHOOL
CH-100
CH-1
50
APARTMENT
3/254
CLASSIC
V I S H N U P U R I
K A
N P
U R
W A
T E
R W
O R
K S
JAL NIGAMUTTAR PARDESH
KANPUR
CH-0.0
CENT
RAL
AKHA
DA
CH-35
0
H.B.T
HOSTEL
CH-2
50
R2 4/214 (B)
OPEN CH-30
0
CH-4
00
CH-4
50
DHARMASHALASATSANDBHAVAN
CH-5
50
OPEN
CH-5
00
VISHNUPURI
SHAM
SHAN
BHU
MI
CH-6
00
CH-6
50
Ø450
Ø450
Ø450
PLAN
L-SECTION
TBM-117.700 M.
BH-18
115.00
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN & PROFILE OF RISING MAIN FROMNAWAB GANJ SPS TO COMPANY BAUG CHOURAHA
(SHEET 1/2)
KAN-PP-NC-191
DHARMASHALA
SATSANDBHAVANVISHNUPURI
SHAM
SHAN
BHU
MI
CH-60
0
CH-65
0
CH-1100
OFFIC
E
NURS
ERY
SCHO
OL
CONC. ROAD CONC. ROAD
UNIVE
RSITY
C.S.A.
EDUC
ATION
COUN
CIL
ALL I
NDIA
TECH
NICAL
SENIOR SECONDARY SCHOOL
SH. KASTURBA HIGH
CH-70
0
MISSION ASHRAM
CH-80
0
CH-75
0
RESID
ENCE
OF S
UPER
INTEN
DING
ENGIN
EERS
SCHO
OLWEN
DY
KHAR
ANJA
CH-85
0
ASHRAM
MISSION
RAMKRISHNA
RAMKRISHNA
CH-900
CH-1000
CH-1050
CH-950
MARK
ET
MITHA REST
AURA
NTKH
ATHA
KAMP
ANI
CHOR
AHA
BAGH
RAINA
Ø450
Ø450
Ø450
PLAN
L-SECTION
TBM-117.700 M.
BH-18
115.00
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN & PROFILE OF RISING MAIN FROMNAWAB GANJ SPS TO COMPANY BAUG CHOURAHA
(SHEET 2/2)
KAN-PP-NC-292
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF RISING MAIN OFPARAMAT PUMPING STATION
(SHEET 1/3)
KAN-PP-PH-193
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF RISING MAIN OFPARAMAT PUMPING STATION
(SHEET 2/3)
KAN-PP-PH-294
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF RISING MAIN OFPARAMAT PUMPING STATION
(SHEET 3/3)
KAN-PP-PH-395
BH-18
L-SECTION
TBM-117.700 M.
BH-18
115.00
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN & PROFILE OF RISING MAIN FROM PROPOSED
BHAGWATDAS SPS TO EXISTING Ø60" TRUNK SEWER (SHEET 1/2)
KAN-PP-BD-196
L-SECTION
TBM-117.700 M.
BH-18
115.00
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN & PROFILE OF RISING MAIN FROM PROPOSED
BHAGWATDAS SPS TO EXISTING Ø60" TRUNK SEWER (SHEET 2/2)
KAN-PP-BD-297
111.00
DATUM 110.00
120.00
113.00
112.00
115.00
114.00
117.00
116.00
118.00
119.00
120.
525
119.
225
428.
40
478.
4012
1.40
0
448.
4012
1.25
5
538.
4012
1.88
0
508.
4012
1.70
0
598.
4012
2.16
0
568.
4012
2.06
0
119.
890
Ø80
0
Ø80
0
CHAINAGE
DIAMETER IM MM
NODE NO.
SLOPE 1 IN
GROUND LEVEL
COVER DEPTH
INVERT LEVEL
120.795
120.850120.525
120.985
118.520 SCREEN AND GRID CHANNAL LEVEL
120.675 118.815
118.715118.715
(U.P JALNIGAM UNDER GANGA ACTION PLAN)TREATMENT PLANT GANGA POLLUTION
121.225
122.160
121.000
121.080 120.855
121.710
120.835 SUMP INVERT
120.745120.745
122.060
121.880
121.400
121.255
121.
110
121.250
121.
080
121.
125
117.380
117.375
121.
195
121.
180
121.
170 117.390
117.990117.950
117.975
118.800
121.040
121.110121.075 119.765
119.780
119.735 118.825118.795118.755
118.260
118.210118.260
117.425117.370
117.
660
117.
550
117.
625
117.
475
117.
685
117.
680
MAT
CH L
INE
1
Ø80
0
L-SECTION
L-PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF RISING MAIN FROMCOMBINED SEWAGE PUMPING STATION TO 36 MLD
INDUSTRIAL WASTE WATER TREATMENT PLANT(SHEET 2/2)
KAN-PP-CT-299
TBM-117.700 M.
BH-18
115.00
TO RIVER GANGA
LABOUR COLONY LAND
LABOURCOLONY
600mm ( 24") DIA SEWER
FRM GANGA MARG
375mm(15")DIAL=1.5M
TO S. D. COLLEGE HOSTEL
S.D.COLLEGE BOUNDARY
SUMP-1
PUMPHOUSE
PUMPHOUSE
SUMP-2
4.85M
6.0M Ø 5.0M Ø
4.95M
KATC
HA R
OAD
HOUS
ESHO
USES
PUCC
A N
ALLA
BRI
CK
HIG
H L
AND
LAID SEWER LINE
RENOVATION WORK
TO O
LD K
ANPU
R
FRO
M G
EETA
PAR
K
TO N
AWAB
GAN
J
375mm(15")DIA
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
LAYOUT OF REHABILITATION OF NAWAB GANJ PUMPING STATION
(SHEET 1/1)
KAN-PS-NAWAB-1100
SITE PLAN
RISING MAIN
DETAILS OF EXISTING PUMPING STATION
GENERAL ARRANGEMENT OF ADDITIONAL PUMPING STATION AT PARMAT
KAN-PS-PARMAT-2102
CTI ENGINEERING INTERNATIONAL CO., LTD.TOKYO ENGINEERING CONSULTANTS CO., LTD.
JAPAN INTERNATIONALCOOPERATIONAGENCY
THE STUDY ON WATER QUALITY MANAGEMENT PLAN FOR GANGA RIVER IN THE REPUBLIC OF INDIA
FEASIBILITY STUDY FOR KANPUR CITY
(SHEET 2/2)
X
X
Y YC
DSECTION Y-Y
SECTION X-X
SECTION Z-Z
Z
Z
LAYOUT PLAN OF REHABILITATION OFMUIRMILL PUMPING STATION
KAN-PS-MUIRMILL-1103
CTI ENGINEERING INTERNATIONAL CO., LTD.TOKYO ENGINEERING CONSULTANTS CO., LTD.
JAPAN INTERNATIONALCOOPERATIONAGENCY
THE STUDY ON WATER QUALITY MANAGEMENT PLAN FOR GANGA RIVER IN THE REPUBLIC OF INDIA
FEASIBILITY STUDY FOR KANPUR CITY
DETAILS OF EXISTING PUMPING STATION
(SHEET 1 OF 1)
SITE PLAN OF GUPTARGHAT PUMPING STATION
DETAILS OF EXISTING PUMPING STATION
N
CTI ENGINEERING INTERNATIONAL CO., LTD.TOKYO ENGINEERING CONSULTANTS CO., LTD.
JAPAN INTERNATIONALCOOPERATIONAGENCY
THE STUDY ON WATER QUALITY MANAGEMENT PLAN FOR GANGA RIVER IN THE REPUBLIC OF INDIA
FEASIBILITY STUDY FOR KANPUR CITY
LAYOUT PLAN OF REHABILITATION OFGUPTAR GHAT PUMPING STATION(SHEET 1 OF 1)
KAN-PS-GUPTAR-1 104
SITE FOR PROPOSED BHAGWATDAS NALA PUMPING STATION
114.000
113.500
115.160
109.875
BY PASS WEIR
NALA
112.980
109.995
108.900
113.000
112.500
115.095
115.225
112.000
111.635
114.115
BH-18
113.500
114.000
113.000
113.495
112.0
00
112.5
00
EXISTING ROAD
PROPOSED ROAD
LAYOUT OFBHAGWATDAS PUMPING STATION
(SHEET 1/2)
KAN-PS-BD-1105
CTI ENGINEERING INTERNATIONAL CO., LTD.TOKYO ENGINEERING CONSULTANTS CO., LTD.
JAPAN INTERNATIONALCOOPERATIONAGENCY
THE STUDY ON WATER QUALITY MANAGEMENT PLAN FOR GANGA RIVER IN THE REPUBLIC OF INDIA
FEASIBILITY STUDY FOR KANPUR CITY
PUMPING
STATION
GENERAL ARRANGEMENT OFBHAGWATDAS PUMPING STATION
(SHEET 2/2)
KAN-PS-BD-2106
CTI ENGINEERING INTERNATIONAL CO., LTD.TOKYO ENGINEERING CONSULTANTS CO., LTD.
JAPAN INTERNATIONALCOOPERATIONAGENCY
THE STUDY ON WATER QUALITY MANAGEMENT PLAN FOR GANGA RIVER IN THE REPUBLIC OF INDIA
FEASIBILITY STUDY FOR KANPUR CITY
PUMP HOUSESEWAGE PUMPING STATION130 MLD COMBINED
SUMP
SEWAGE PUMPHOUSE
20Ø22Ø
30Ø
12.5MØx10M DEPTH
SUMP WELL
MANUALLY &MECHANICALLYOPERATEDCHAMBER
RAW WATERPUMP HOUSE
RAW WATERPUMP WELL
FOUNTAIN
PUMP HOUSE FOR
DRINKING WATER
RAW WATER INLET CHAMBER
SUMP
(WETWELL CUM DRYWELL)
14.30MØx6M DEPTH
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
LAYOUT OF REHABILITATION OF EXISTING CSPSPUMPING STATION AT JAJMAU
KAN-PS-CSPS-1107
SITE PLAN
LEGEND:-
DETAILS OF EXISTING PUMPING STATION
HYDRAULIC FLOW DIAGRAM OF REHABILITATION OFJAJMAU STP
KAN-STP-JAJMAU-2109
CTI ENGINEERING INTERNATIONAL CO., LTD.TOKYO ENGINEERING CONSULTANTS CO., LTD.
JAPAN INTERNATIONALCOOPERATIONAGENCY
THE STUDY ON WATER QUALITY MANAGEMENT PLAN FOR GANGA RIVER IN THE REPUBLIC OF INDIA
FEASIBILITY STUDY FOR KANPUR CITY
SCREEN CHANNEL
CHAMBERINLET CONNECTING CHANNEL
GRIT CHANNEL DIVISION BOX PRIMARY CLARIFIER AERATION TANK
SECONDARY CLARIFIER CHLORINE MIXING TANK CHLORINE CONTACT TANK TREATED EFFLUENT CHANNEL
FINAL DISCHARGE BODY
SLUDGE THICKENER PRIMARY SLUDGEDIGESTER STAGE - 1
SECONDARY SLUDGEDIGESTER STAGE - 2
(SHEET 2 OF 3)
CHLORINE HOUSE
INLET SCREEN DETRITOR SUMP
PRIMARY CLARIFIERAERATION TANK
SECONDARY CLARIFIER
CHLORINE MIX TANKCHLORINE CONTACT TANK
PRIMARY SLUDGE PUMP HOUSE
SLUDGE
DIGESTERSECONDARY SLUDGE
PUMP HOUSEDIGESTED SLUDGE
SLUDGE DRYING BEDS
FILTRATE PUMP HOUSE
GAS HOLDER
GAS FLARE
SCHEMATIC DIAGRAM OF REHABILITATION OFJAJMAU STP
KAN-STP-JAJMAU-3110
CTI ENGINEERING INTERNATIONAL CO., LTD.TOKYO ENGINEERING CONSULTANTS CO., LTD.
JAPAN INTERNATIONALCOOPERATIONAGENCY
THE STUDY ON WATER QUALITY MANAGEMENT PLAN FOR GANGA RIVER IN THE REPUBLIC OF INDIA
FEASIBILITY STUDY FOR KANPUR CITY
THICKENERPRIMARY SLUDGE
DIGESTER
SCHEMATIC FLOW DIAGRAM FOR
( CAPACITY- 43.30 MLD)
STP AT JAJMAU
FILTRATE PUMP HOUSE
(SHEET 3/3)