1 run x 4 core x 120 sq.mm 1 run x 4 core x 240 …...sub light distribution board (sldb)...
TRANSCRIPT
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125Amps3 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
63Amps4 PoleMCB
63Amps4 PoleMCB
6Amps1 PoleMCB
1 Run x 4 core x 120 sq.mmaluminium armoured UG XLPECable
1 Run x 4 core x 6 sq.mm Copperarmoured UG XLPE Cable
1 Run x 3 core x 2.5 sq.mm Copperarmoured UG XLPE Cable
6Amps1 PoleMCB
6Amps1 PoleMCB
63Amps4 PoleMCB
63Amps4 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
125Amps3 PoleMCB
63Amps4 PoleMCB
63Amps4 PoleMCB
63/32Amps3 PoleMCB
1 Run x 4 core x 240 sq.mmaluminium armoured UG XLPECable
1 Run x 4 core x 6 sq.mm Copperarmoured UG XLPE Cable
1 Run x 3 core x 2.5 sq.mm Copperarmoured UG XLPE Cable
32 /25 /16Amps2 PoleMCB
63Amps4 PoleMCB
63Amps4 PoleMCB
REV SCALE DATE DRAWN. BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 03/08/2018
PAPER SIZE A3DRG.NO TWIC/2018/UP/SLD/01/REV-0 SHEET - OF 32
TITLE
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
twic
24
ELECTRICAL SINGLE LINE DIAGRAM FOR LIGHT & POWER DISTRIBUTIONBOARD
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121110987654
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1
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EMGStop PBat Panel
Local / RemoteSelector Switch
Start / Stopfrom PLC
LR
EMGStop PBat LPBS
OLR 1
ProcessInterlock if any
StartPB atPanel
StartPB atLPBS
M5
X1
AC -1Rem. F/B
M4 M5 OLR 2
"OFF"indication
"ON"indication
"Trip"indication
MainContactor
AC-2Run
AC-3Trip
NLSFU /SDFDIN Type
Over LoadRelay
TerminalBlock
110 V ACMCB, 6 A, 2 P
RYBN
415 V ± 10%, 40 KA (1 Sec), 3 Phase, 50 HZ ± 5%
ContactorA1
A2M3M2M1MC
MOTOR
U1R
V1Y
W1B
X1 X2
OLR1
OLR2 "RED"Colour
"Green"Colour
"Amber"Colour
M5
M6
M7Tag No: ----Pump Description: ------Rating: --------Qty: --W + -- S
L/R FB1 RFB1 TFB1
TFB2RFB2L/R FB2
123
U1V1W1
U1V1W1
From panel To Motor
Power Circuit Terminal
123456
AC-1
From / ToMCC panel
From / ToPLC
Feedback Terminal
Motor RunFeedbackMotor TripFeedback
Local / RemoteFeedback
AC-2
AC-3
123456
From / ToMCC panel
From /To PLC / Field
Control Terminal
Spare
LPBS Start
110 V AC fromControl Bus
78
LPBS StopSpare
910
Start / Stopfrom PLC StopProcessInterlock
1112
7 PLC Input
M4
CT-1--/5A CL-1
Digi
tal M
eter
(V,A
,F)
230 V AC
MCB, 6 A, 2 P CT-1--/5A CL-1
SL
SL
SLCT-1--/5A CL-1
REV SCALE DATE DRAWN. BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 03/08/2018
PAPER SIZE A3DRG.NO TWIC/2018/UP/SLD/01/REV-0 SHEET - OF 32
TITLE
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
twic
25
ELECTRICAL SINGLE LINE DIAGRAM FOR DOL FEEDER POWER & CIRCUITWIRING
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D
C
B
121110987654
G
F
E
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121110987654
321
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B
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32
E
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G
1
H
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EMGStop PBat Panel
Local / RemoteSelector Switch
Start / Stopfrom PLC
M4
LR
EMGStop PBat LPBS
OLR 1
ProcessInterlock if any
StartPB atPanel
StartPB atLPBS
M5
X1
AC -1Rem. F/B
S4
Timer
D4 T1
S5 D5
M6 M7 OLR 2
"OFF"indication
"ON"indication
"Trip"indication
MainContactor
DeltaContactor
StarContactor
AC-2Run
AC-3Trip
NLSFU /SDFDIN Type
Over LoadRelay
TerminalBlock
110 V ACMCB, 6 A, 2 P
RYBN
415 V ± 10%, 40 KA (1 Sec), 3 Phase, 50 HZ ± 5%
ContactorA1
A2M3M2M1MC
A1
A2D3D2D1DC
A1
A2S3S2S1SC
MOTOR
U1R
V1Y
W1B
W2R
U2Y
V2B
X1 X2
OLR1
OLR2 "RED"Colour
"Green"Colour
"Amber"Colour
M4
M5
M6
M7
M8
D4
D5
S4
S5
T1
T2
Tag No: ----Pump Description: ------Rating: --------Qty: --W + -- S
L/R FB1 RFB1 TFB1
TFB2RFB2L/R FB2
123456
U1V1W1U2V2W2
U1V1W1U2V2W2
From panel To Motor
Power Circuit Terminal
123456
AC-1
From / ToMCC panel
From / ToPLC
Feedback Terminal
Motor RunFeedbackMotor TripFeedback
Local / RemoteFeedback
AC-2
AC-3
123456
From / ToMCC panel
From /To PLC / Field
Control Terminal
Spare
LPBS Start
110 V AC fromControl Bus
78
LPBS StopSpare
910
Start / Stopfrom PLC StopProcessInterlock
1112
7 PLC Input
CT-1--/5A CL-1
Digi
tal M
eter
(V,A
,F)
230 V AC
MCB, 6 A, 2 P CT-1--/5A CL-1
SL
SL
SLCT-1--/5A CL-1
REV SCALE DATE DRAWN. BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 03/08/2018
PAPER SIZE A3DRG.NO TWIC/2018/UP/SLD/01/REV-0 SHEET - OF 32
TITLE
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
twic
26
ELECTRICAL SINGLE LINE DIAGRAM FOR STAR DELTA FEEDER CIRCUITWIRING
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121110987654
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121110987654
321
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32
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1
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SFU /SDFDIN Type
RYBN
415 V ± 10%, 40 KA (1 Sec), 3 Phase, 50 HZ ± 5%
A1
A2M3M2M1MC
"ON"indication
MCB
Contactor
SFU /SDFDIN Type
A1
A2M3M2M1MC
"ON"indication
MCB
Contactor
Control bus bar 110 V AC,
Controltransforemer
Controltransforemer
Timer, T1 Timer, T2
REV SCALE DATE DRAWN. BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 03/08/2018
PAPER SIZE A3DRG.NO TWIC/2018/UP/SLD/01/REV-0 SHEET - OF 32
TITLE
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
twic
27
ELECTRICAL SINGLE LINE DIAGRAM FOR CONTROL TRANSFORMER
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121110987654
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121110987654
321
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32
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1
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REV SCALE DATE DRAWN. BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 03/08/2018
PAPER SIZE A3DRG.NO TWIC/2018/UP/SLD/01/REV-0 SHEET - OF 32
TITLE
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
twic
28
ELECTRICAL SINGLE LINE DIAGRAM FOR PCC / PMCC GENERALSPECIFICATIONS
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B
121110987654
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121110987654
321
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B
C
32
E
F
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1
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D
REV SCALE DATE DRAWN. BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 03/08/2018
PAPER SIZE A3DRG.NO TWIC/2018/UP/SLD/01/REV-0 SHEET - OF 32
TITLE
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
twic
29
ELECTRICAL SINGLE LINE DIAGRAM FOR PMCC BILL OF MATERIALS
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321
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REV SCALE DATE DRAWN. BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 03/08/2018
PAPER SIZE A3DRG.NO TWIC/2018/UP/SLD/01/REV-0 SHEET - OF 32
TITLE
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
twic
30
ELECTRICAL SINGLE LINE DIAGRAM FOR PMCC GENERAL SPECIFICATIONS
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B
121110987654
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121110987654
321
A
B
C
32
E
F
G
1
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REV SCALE DATE DRAWN. BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 03/08/2018
PAPER SIZE A3DRG.NO TWIC/2018/UP/SLD/01/REV-0 SHEET - OF 32
TITLE
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
twic
31
INDICATIVE ELECTRICAL LOAD SUMMARY & SWITCHGEAR RATING
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121110987654
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121110987654
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REV SCALE DATE DRAWN. BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 03/08/2018
PAPER SIZE A3DRG.NO TWIC/2018/UP/SLD/01/REV-0 SHEET - OF 32
TITLE
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
twic
32
INDICATIVE ELECTRICAL LOAD LIST FOR 20 MLD CETP
Web based on-line Monitoring system for Member units / Pumping station / CETP / CCRU / ZLD Pilot Plant system
Raw
effluent
HDPE & GRP Pipe
Member Tannery
Units – 380 Nos. (PLC /
GPRS SYSTEM)
Common Effluent
Treatment Plant
Flow meter
TDS
EMF
Spent Chrome Transfer to CCRU through Tanker with GPS Tracking system
MEMBER UNIT CETP PREMISES
Centralized SCADA / Web server for online Continues Effluent monitoring
System
UF Permeate Outlet Online
Parameters – pH, TDS, TSS, BOD, COD, Cr & EMF
Recovered Chrome to member Tannery units
Supernatant
DO: Dissolved Oxygen TDS: Total Dissolved Solids TSS: Total Suspended Solids BOD: Biological Oxygen Demand COD: Chemical Oxygen Demand Cr: Total Chromium EMF: Electromagnetic Flow Meters
TDS
EMF Common Chrome
Recovery System
ZLD Pilot Plant
Online Parameters – pH,
TDS, EMF
Mixing Tank
Treated Sewage from STP for Dilution
Mixed Diluted water Outlet Online
Parameters – pH, TDS, TSS, BOD, COD,
Cr, EMF & DO
Pumping Station (PLC / GPRS
SYSTEM) EMF
MAIN CPU HOT STANDBY CPU MAIN CPU HOT STANDBY CPU MAIN CPU HOT STANDBY CPU
INDIVIDUAL SCADA A INDIVIDUAL SCADA C INDIVIDUAL SCADA D
CENTRALIZED SCADA
LAN
GPRS MODEM
WEB SERVER
GPRS MODEM
DEDICATED TELECOMLEASE LINE
Inte
rnet
conn
ectio
n
Fibr
e O
ptic
Cabl
e
COMPONENT B: COLLECTION ANDCONVEYANCE SYSTEM FOR PUMPING STATION
PS1, PS2, PS3 & PS4
COMPONENT A: CETP COMPONENT C: CCRU COMPONENT D: ZLD PILOT PLANT
PLC ARCHITECTURE
PLC PANEL
Data Uploadto online
continuousmonitoring
system(OCEMS) ofSPCB / CPCB
Server
CCTV CAMERA
GPRS MODEM
PLC PANEL
Fibr
e O
ptic
Cabl
e
Fibr
e O
ptic
Cabl
e
PTU at Individual Member Tannery Unitsfor 380 Nos. (JTETA SCOPE)
Com
mun
icat
ion
Prot
ocol
TCP
/ IP
LINE LEGEND
CETP PREMISES
COLLECTION AND CONVEYANCE
PTU INDIVIDUAL MEMBER TANNERY UNITS
CETP
CCRU
ZLD PILOT PLANT
PLC PANEL PLC PANEL
PLC PANEL
DESKTOP COMPUTER FOR CCTV
DATA LOGGER
DATA LOGGER
36 MLD STP
A
IR
F
O
R
C
E
W
A
L
L
PROPOSED AREA
146459.41 SQM
13
A
I
R
F
O
R
C
E
W
A
L
L
A
IR
F
O
R
C
E
W
A
L
L
P
R
O
P
O
S
E
D
S
I
T
E
L
I
M
I
T
(Surveying Contrators)
Topo Map & Contour Plan of CETP site at Jajmau.
Title:-
twic
Project Developer
Survey Consultant:-
Elevation( in Metre )
BM-1BM-2BM-3BM-4BM-5BM-6BM-7BM-8BM-9BM-10BM-11BM-12BM-13BM-14BM-15BM-16BM-17BM-18
BM Ref. Bench Mark Location Description
BM-19BM-20
METALLED ROAD
BOUNDARY WALL
STRUCTURES
TANK
MAN HOLE
CONVEYOR TO BEDS
CONVEYOR FROM BEDS
SPOT LEVELS
SLUDGE DRYING BEDS (LINED)
PAVER PATH
CART TRACK
CONTOURS
TREATED WATER LINE 130 MLD & 36 MLD
TREATED WATER LINE 5 MLD
BRICKED PATH
INLET SEWERAGE LINE
MAIN SEWERAGE LINE TO PUMPING STATION
TANNERY WASTE WATER LINE
BYE PASS LINE FROM PUMPING STATION
TREE
ELECTRIC POLE
SLUDGE DRYING BEDS (UNLINED)
GRID LINES
GRID LEVELS
CULVERT
BENCH MARK
GATE
BOUNDARY - PROPOSED SITE
TEMPLE/ MOSQUE
HOSPITAL
Client
Page 1 of 3
GEOTECHNICAL INVESTIGATION FOR THE ASSESSMENT OF NET SAFE
BEARING CAPACITY FOR THE PROPOSED CETP AND PIPE ROUTE OF
TANNERIES AT JAJMAU IN KANPUR, UTTAR PRADESH
1. SOIL BEARING CAPACITY
1.1. BORES ( 1—30) AT CETP :
Net Safe bearing capacity = 14.8 t/m2
1.2. BORES ( 1—20) IN THE NETWORK AREA
Net Safe bearing capacity = 14.8 t/m2
2. INTERPRETATION OF SOIL STRATA AT CETP AREA
2.1. In bore hole location No. (1 to 6) the majority of soil strata from NGL to 20 m
was found to medium sandy silt and mixture. Following which stiff clay to very
stiff clay was encountered up to 7 m.
2.2. In bore hole location No. (7 to 30) the majority of soil strata from NGL to 20 m
was found to be stiff silty clay medium sandy silt was encountered up to 7 m.
The location bore holes are given in page no. 2 of 3 and 3 of 3.
Page 2 of 3
Page 3 of 3
Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max
1 Raw Effluent from member units 7.5 9.0 13000 16000 2300 3000 - - 4000 7000 - - 3000 5000 - -
2 Pre-Settler outlet (Plain Sedimentation) 7.5 9.0 13000 16000 1840 2400 20% 20% 3200 5600 20% 20% 2100 3500 30% 30%
3 Primary Clarifier Outlet 8.0 8.7 14200 17200 1009 1316 45% 45% 1831 3155 43% 44% 220 368 90% 89%
4 Preaeration Tank -I & II Outlet 8.0 8.7 14200 17200 807 1053 20% 20% 1648 2839 10% 10% 220 368 0% 0%
5 Anoxic Tank Outlet 7.5 8.0 14200 17200 646 842 20% 20% 1483 2555 10% 10% - - - -
6 Secondary Clarifier Outlet-I 7.5 8.0 14200 17200 194 253 70% 70% 400 690 73% 73% 18 29 - -
7 Secondary Clarifier Outlet-II 7.5 8.0 14200 17200 6 8 97% 97% 200 345 50% 50% 18 29 - -
8 Lime-Soda Softening based reactor clarifier Outlet (after neutralization) 7.0 7.5 14500 17500 6 7 5% 5% 190 328 5% 5% 0.9 1.5 95% 95%
9 Quartz Filter Outlet 7.0 7.5 14500 17500 6 7 0.0% 0.0% 190 328 0% 0% 0.4 0.7 50% 50%
10 Ultra Filtration (UF) Outlet (Permeate) 7.0 7.5 14500.0 17500.0 0.6 0.7 90% 90% 162 279 15% 15% 0.0 0.0 100% 100%
11 RO Permeate 6.0 7.0 700 700 0 0 100% 100% 6.5 11.1 96% 96% 0 0 - -12 RO Reject 7.5 8.0 39429 48000 2 2 - - 443 764 - - - - - -
Efficacy (%)
Performance summary of various unit operations of the proposed Tannery CETP up to RO system, Jajmau, Kanpur
S.No Unit Operations / Treatment stagespH
BOD (as O2),
mg/l
COD (as O2 ),
mg/l
TSS, mg/l Efficacy (%) Efficacy (%)TDS mg/l
PLAN
1500250
1500250
200250
200200250
6500
250 200
CO
AR
SE
S
CR
EE
N
6.5
x 1.
5 x
2m
CO
AR
SE
S
CR
EE
N
6.5
x 1.
5 x
2m
200
250 250 250
HAUNCH TO DETAIL
10010
0
1500 1500
2500
2500
SECTION A-A
10025
0
G.L (+0m)
-0.8m
+1.7m
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-01
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONCOARSE & FINE SCREEN
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
PLAN
1500250
1500250250
200
6700
250
FIN
E S
CR
EE
N
6.5
x 1.
5 x
2m
FIN
E S
CR
EE
N
6.5
x 1.
5 x
2m
200
250 250 250
HAUNCH TO DETAIL
100
100
1500 1500
2500
2500
SECTION B-B
100
250
G.L (+0m)
-0.8m
+1.7m
GR
EA
SE
A
ND
G
RID
R
EM
OV
AL
12.5
x 2
x 1
m
200250
1250
0
250200 200 2000 250 2000 250 2000 250 200
GR
EA
SE
A
ND
G
RID
R
EM
OV
AL
12.5
x 2
x 1
m
GR
EA
SE
A
ND
G
RID
R
EM
OV
AL
12.5
x 2
x 1
m
2800250200
200
250 250 250
HAUNCH TO DETAIL
100
100
2000 2000
1500
1500
SECTION C-C
100
250
G.L (+0m)
-0.5m
+1.0m 250
2000
FREE BOARDFREE BOARD FREE BOARDFREE BOARD
FREE BOARDFREE BOARD FREE BOARD
500
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
50
R.C.C SIDEWALL
PVC 225mm WIDE WATER BAR
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
CONSTRUCTION JOINT DETAILS75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
FOR DPR PURPOSE ONLY
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
600100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
P.C.C. 1:4:8 P.C.C. 1:4:8
P.C.C. 1:4:8
500
500
250
1700
800
800
1700
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-02
SHEET : A1
DRAWN : LA DESIGNED : BA.
COLLECTION WELL
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
COLLECTION WELL16mØ x 3m + 0.5m FB
600450 Ø16000 600450
Ø16000
SECTION-AA
600 400 400 60035
010
030
0050
0
3500
450
400 Ø16000 400
300
300
FREE BOARD
G.L (+0m)
1200
2300
-1.2m
+ 2.3m
P.C.C. 1:4:8
BASE SLAB TO DETAIL HAUNCH TO DETAIL
WATER BAR TO DETAIL
PLAN
COLLECTION WELL16mØ x 3m + 0.5m FB
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
FOR DPR PURPOSE ONLY
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
PLAN
PRE SETTLER
33mØ x 3.5 + 0.5m FB
SECTION-AA
600 15550 450 1000 450 15550 600
500
1835
100
3500
500
4000
2285
550 Ø33000 550
300 100
400
100
300
300
FREE BOARD
G.L (+0m)
1100
2900
-1.1m
+ 2.9m
P.C.C. 1:4:8
P.C.C. 1:4:8 P.C.C. 1:4:8
BASE SLAB TO DETAIL
HAUNCH TO DETAIL
WATER BAR TO DETAIL
SLUDGE PIPE
1500
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-03
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONPRE SETTLER
DATE : 16.APR.2016 SCALE : 1 : 150
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
Ø33000 550 600550600
PRE SETTLER
33mØ x 3.5
FOR DPR PURPOSE ONLY
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
600
COLUMN - C1
150 1500
PT BEAM
SECTION-BB
HAND RAIL
1000300 300
C1
C1
1500
500
900
1500
500
FREE BOARD
150 750 750
PT BEAM
1500
90000
2800
0
90000
2800
0
STORAGE AND HOMOGENISATION TANK
90 x 28 x 6m
STORAGE AND HOMOGENISATION TANK
90 x 28 x 6m
500
500
500
PLAN
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-04
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONSTORAGE AND HOMOGENISATION TANK
DATE : 08.MAR.2016 SCALE : 1 : 200
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
SECTION - AA
1000
750
3000
500
1200300
300
3000
750
1200
500500
6500
HAUNCH TO DETAIL
G.L (+0m)
2100
4400
500
500
500
FREE BOARD
500
FREE BOARD
WATER BAR TO DETAIL WATER BAR TO DETAIL
+4.4m
-2.1m
HAUNCH TO DETAIL1000
750
3000
1200300
300
500
6500
HAUNCH TO DETAIL
G.L (+0m)
2500
4000
WATER BAR TO DETAIL
+4.0m
-2.5m
500500
500 500
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
30075 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
300
300
300
300
400
SECTION - BB
500
400
500
300
300
6500
SECTION - CC
500
300
500
300
300
6500
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
FOR DPR PURPOSE ONLY
P.C.C. 1:4:8
P.C.C. 1:4:8
P.C.C. 1:4:8
G.L (+0m)
2100
4400
+4.4m
-2.1m
G.L (+0m)
2100
4400
+4.4m
-2.1m
BEAM - B1
900
300
150 1200
B1
SECTION-CC
HAND RAIL
PLAN AT TOP
600 300 3700 300 3700 300 600
600
300
3700
300 600
FLASH MIXER - I
(LIME)
3.7m x 3.7m x 3.7m
FLASH MIXER - I
(LIME)
3.7m x 3.7m x 3.7m
SECTION-AA
100
350
FREE BOARD
3700
4200
300
450
600 300
200
200
1400
2800
G.L (+0m)
+ 2.8m
- 1.4m
500
BASE SLAB TO DETAIL
HAUNCH TO DETAIL
WATER BAR TO DETAIL
500
300
100
300
600300
200
200
500
HAUNCH TO DETAIL
WATER BAR TO DETAIL
300
FREE BOARD
FLASH MIXER - I
(LIME)
3.7m x 3.7m x 3.7m
FLASH MIXER - I
(LIME)
3.7m x 3.7m x 3.7m
300
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-05
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONFLASH MIXER - I (LIME)
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
50 PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
FOR DPR PURPOSE ONLY
P.C.C. 1:4:8
75
300
150 1200
B1
SECTION-BB
HAND RAIL
SECTION-AA
100
350
FREE BOARD
4000
4500
300
450
600 300
200
200
1500
3000
G.L (+0m)
+ 3.0m
PLAN AT TOP
- 1.5m
500
BASE SLAB TO DETAIL
HAUNCH TO DETAIL
WATER BAR TO DETAIL
500
600 300 4300 300 4300 300 600
600
300
4300
300 600
LIME PREPARATION
& DOSING TANK
4.3m x 4.3m x 4.0m + 0.5m FB
300
100
300
600300
200
200
500
HAUNCH TO DETAIL
WATER BAR TO DETAIL
300
FREE BOARD
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-06
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONLIME PREPARATION & DOSING TANK
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
300
LIME PREPARATION
& DOSING TANK
4.3m x 4.3m x 4.0m + 0.5m FB
LIME PREPARATION
& DOSING TANK
4.3m x 4.3m x 4.0m + 0.5m FB
FOR DPR PURPOSE ONLY
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
P.C.C. 1:4:8
300
150 1200
B1
SECTION-BB
HAND RAIL
PLAN AT TOP
600 300 3700 300 3700 300 600
600
300
3700
300 600
FLASH MIXER - II
(ALUM)
3.7m x 3.7m x 3.7m
SECTION-AA
100
350
FREE BOARD
3700
4200
300
450
600 300
200
200
1400
2800
G.L (+0m)
+ 2.8m
- 1.4m
500
BASE SLAB TO DETAIL
HAUNCH TO DETAIL
WATER BAR TO DETAIL
500
300
100
300
600300
200
200
500
HAUNCH TO DETAIL
WATER BAR TO DETAIL
300
FREE BOARD
300
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-07
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONFLASH MIXER - II (ALUM)
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
FLASH MIXER - II
(ALUM)
3.7m x 3.7m x 3.7m
FLASH MIXER - II
(ALUM)
3.7m x 3.7m x 3.7m
FLASH MIXER - II
(ALUM)
3.7m x 3.7m x 3.7m
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
FOR DPR PURPOSE ONLY
P.C.C. 1:4:8
300
150 1200
B1
SECTION-BB
HAND RAIL
SECTION-AA
100
350
FREE BOARD
4000
4500
300
450
600 300
200
200
1500
3000
G.L (+0m)
+ 3.0m
PLAN AT TOP
- 1.5m
ALUM PREPARATION &
DOSING TANK
7m x 7m x 4.0m + 0.5m FB
500
BASE SLAB TO DETAIL
HAUNCH TO DETAIL
WATER BAR TO DETAIL
500
600 300 3500 300 3500 300 600
600
300
3500
300 600
ALUM PREPARATION &
DOSING TANK
3.5m x 3.5m x 4.0m + 0.5m FB
300
100
350
300
600300
200
200
500
HAUNCH TO DETAIL
WATER BAR TO DETAIL
300
FREE BOARD
ALUM PREPARATION &
DOSING TANK
7m x 7m x 4.0m + 0.5m FB
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-08
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONALUM PREPARATION & DOSING TANK
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
300
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
01000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
FOR DPR PURPOSE ONLY
P.C.C. 1:4:8
300
150 1200
B1
SECTION-BB
HAND RAIL
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-09
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONPRIMARY CLARIFIER / CLARIFLOCCULATOR
DATE : 16.APR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
PLAN
Ø28000
PRIMARY CLARIFIER / CLARIFLOCCULATOR
28mØ x 3.5 + 0.5m FB
SECTION-AA
600 13050 450 1000 450 13050 600
500
1835
100
3500
500
4000
2285
500 500
300 100
400
100
300
300
FREE BOARD
G.L (+0m)
1100
2900
-1.1m
+ 2.9m
P.C.C. 1:4:8
P.C.C. 1:4:8 P.C.C. 1:4:8
BASE SLAB TO DETAIL
HAUNCH TO DETAIL
WATER BAR TO DETAIL
SLUDGE PIPE
1500
Ø28000500600 500 600
PRIMARY CLARIFIER / CLARIFLOCCULATOR
28mØ x 3.5+0.5m FB
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
FOR DPR PURPOSE ONLY
1000300 300
600
150 750 750
PT BEAM
1500
COLUMN - C1
500
900
C1
C1
150 1500
PT BEAM
SECTION-BB
HAND RAIL
1500
500
500 5000 500
500
500
500
7000
7000
PLAN AT BOTTOM
500
500
5000
POLY DOSING TANK
5m x 5m x 3.0m
SECTION-AA
100
500
FREE BOARD
3000
3500
300 5000 300
600
500 500
200
200
500 500
1100
2400
G.L (+0m)
+ 2.4m
HAUNCH TO DETAIL
500
-1.1m
POLY DOSING TANK
5m x 5m x 3.0m
500
BASE SLAB TO DETAIL
WATER BAR TO DETAIL
500
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-10
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONPOLY DOSING TANK
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
FOR DPR PURPOSE ONLY
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
P.C.C. 1:4:8
150 1200
B1
SECTION-BB
HAND RAIL
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-11
SHEET : A1
DRAWN : LA DESIGNED : BA.
PRE AERATION TANK/SULPHIDE OXIDATIONTANK-I & II, NEUTRALIZATION TANK CUM DISTRIBUTION TANK FOR AERATION TANK
DATE : 08.MAR.2016 SCALE : 1 : 150
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS
TM
PRE-AERATION TANK / SULPHIDE OXIDATION TANK - I33 x 22 x 6.5 + 0.5m
PLAN
PRE-AERATION TANK / SULPHIDE OXIDATION TANK - I33 x 22 x 6.5 + 0.5m
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
PRE-AERATION TANK /SULPHIDE OXIDATION
TANK - II10 x 10 x 6 + 0.5m
PRE-AERATION TANK /SULPHIDE OXIDATION
TANK - II10 x 10 x 6m
NEUTRALIZATION TANKCUM DISTRIBUTION TANK
FOR AERATION TANK10 x 10 x 6 + 0.5m
NEUTRALIZATION TANKCUM DISTRIBUTION TANK
FOR AERATION TANK10 x 10 x 6 + 0.5m
500
350
2200
035
0
350 33000 300 33000 300 10000 300 10000 300 500
500
300
1000
030
010
000
300
500
500
500
100
7000
350
SECTION AA
WATER BAR TO DETAIL
+3.7m
G.L (+0m)
1800
5200
HAUNCH TO DETAIL200
200
FREE BOARD
-1.8m
500
P.C.C. 1:4:8
COUNTERFORT C1 DETAILS
400
900
TYPICAL SECTIONDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
100
500
6000
6500
300
500 700
200
200
1800
4700
G.L (+0m)
+ 3.7m
- 1.8m
500
HAUNCH TO DETAIL
WATER BAR TO DETAIL
500
700
FREE BOARD
SECTION BB
100
500
6500
300
500 700
200
200
2200
4300
G.L (+0m)
+ 4.3m
- 2.2m
500
HAUNCH TO DETAIL
WATER BAR TO DETAIL
500
700
FREE BOARD
SECTION CC
300
200
200
500
HAUNCH TO DETAIL
WATER BAR TO DETAIL
700
FREE BOARD
SECTION DD
6000
100
500
6500
2200
4300
G.L (+0m)
+ 4.3m
- 2.2m
500
6000
P.C.C. 1:4:8 P.C.C. 1:4:8 P.C.C. 1:4:8
FOR DPR PURPOSE ONLY
1000
0
500
C1
C1
C1
C1
C1 C1
C1
C1
C1
C1
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C13667 3667 3667 3667 3667 3667 3667 3667 3667 3667 3667 3667 3667 3667 3667 3667 3667 3667
500
500
3667
3667
3667
3667
3667
3667
500
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-12
SHEET : A1
DRAWN : AS DESIGNED : BA.
ANOXIC TANK
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
ANOXIC TANK24 x 20 x 5m +0.5m FB
PLAN
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300 150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL
TK
FOR DPR PURPOSE ONLY
24000 300 500300500
500300
2000
0
300500
4000 4000 4000 4000 4000 4000
4000
4000
4000
4000
4000
500
300
500
300
300
500
500
500
100
5500
300
SECTION AA
WATER BAR TO DETAIL
+3.7m
G.L (+0m)
1800
3700
HAUNCH TO DETAIL200
200
FREE BOARD
-1.8m
500
P.C.C. 1:4:8
5000
COUNTERFORT C1 DETAILS
400
900
C1 C1 C1 C1 C1
C1 C1 C1 C1 C1
C1
C1
C1
C1
C1
C1
C1
C1
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-13
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONBIOT 1 & 2 (AERATION TANK 1 & 2)
DATE : 08.MAR.2016 SCALE : 1 : 200
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
PLAN
BIOT - I (AERATION TANK - I)106x48x6.5m + 0.5m FB
BIOT - I (AERATION TANK - I)106x48x6.5m + 0.5m FB
BIOT - II (AERATION TANK - II)106x47x6.5m+0.5m FB
480005004800050047000500470005001000 500 1000
1060
00
500
1000
500
1000
SECTION - AA
1000
800
3400
600
1400300
300
3000
800
1400
500500
7000
HAUNCH TO DETAIL
G.L (+0m)
2300
4700
600
600
600
FREE BOARD
500
FREE BOARD
WATER BAR TO DETAIL WATER BAR TO DETAIL
+4.7m
-2.3m
HAUNCH TO DETAIL1000
800
3400
1400300
300
500
HAUNCH TO DETAIL
WATER BAR TO DETAIL
SECTION - AA
3000
800
1400
500
600
600
WATER BAR TO DETAIL
HAUNCH TO DETAIL
C
D
300
300
400
BIOT - II (AERATION TANK - II)106x47x6.5m+0.5m FB
300
300
400
300
300
400
300
300
400
SECTION - BB
400
600
300
300
7000
P.C.C. 1:4:8
G.L (+0m)
2000
5000
+5.0m
-2.0m
SECTION - CC
300
600
300
300
7000
P.C.C. 1:4:8
G.L (+0m)
2000
5000
+5.0m
-2.0m
FOR DPR PURPOSE ONLY
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
P.C.C. 1:4:8
BEAM - B1
900
300
150 1200
B1
SECTION-CC
HAND RAIL
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
PLAN
SECONDARY CLARIFIER
36mØ x 3.5m + 0.5m FB
SECTION-AA
600 17050 450 1000 450 17050 600
600
1835
100
3500
500
4000
2285
600 Ø36000 600
300 100
400
100
300
300
FREE BOARD
G.L (+0m)
1300
2700
-1.3m
+ 2.7m
P.C.C. 1:4:8
P.C.C. 1:4:8 P.C.C. 1:4:8
BASE SLAB TO DETAIL
HAUNCH TO DETAIL
WATER BAR TO DETAIL
SLUDGE PIPE
1500
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-14
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONSECONDARY CLARIFIER
DATE : 16.APR.2016 SCALE : 1 : 150
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
36000600600 600 600
SECONDARY CLARIFIER
38mØ x 3.5+0.5m FB
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
FOR DPR PURPOSE ONLY
1000300 300
C1
C1
COLUMN - C1
500
900
600
150 750 750
PT BEAM
1500
150 1500
PT BEAM
SECTION-BB
HAND RAIL
1500
500
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-15
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONLIME SODA BASED REACTOR CLARIFIER
DATE : 16.APR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
PLAN
Ø27000
LIME SODA BASED REACTOR CLARIFIER
27mØ x 4m + 0.5m FB
SECTION-AA
600 12550 450 1000 450 12550 600
500
1835
100
4000
500
4500
2285
500 500
300 100
400
100
300
300
FREE BOARD
G.L (+0m)
1300
3200
-1.3m
+ 3.2m
LIME SODA BASED REACTOR CLARIFIER
27mØ x 4m+0.5m FB
P.C.C. 1:4:8
P.C.C. 1:4:8 P.C.C. 1:4:8
BASE SLAB TO DETAIL
HAUNCH TO DETAIL
WATER BAR TO DETAIL
SLUDGE PIPE
1500
Ø27000 500 600500600
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
FOR DPR PURPOSE ONLY
4501000300 300
C1
C1
150 750 750
PT BEAM
1500
COLUMN - C1
500
900
150 1500
PT BEAM
SECTION-BB
HAND RAIL
1500
500
LIME PREPARATION AND DOSING TANK5 x 5 x 5m +0.5m FB
LIME PREPARATION AND DOSING TANK5 x 5 x 5m +0.5m FB
SODA ASH PREPARATIONAND DOSING TANK
3.5 x 3.5 x 4m +0.5m FB
500
5000
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-16
SHEET : A1
DRAWN : AS DESIGNED : BA.
LIME PREPARATION, SODA ASH PREPARATION AND DOSING TANK
DATE : 08.MAR.2016 SCALE : 1 : 150
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
SODA ASH PREPARATIONAND DOSING TANK
3.5 x 3.5 x 4m +0.5m FB
500
600
600
600 500 5000 500 5000 500 3500 500 3500 500 600
100
600
FREE BOARD
5000
5500
300
700
200
200
2500
3000
G.L (+0m)
+ 3.0m
- 2.5m
500
BASE SLAB TO DETAIL HAUNCH TO DETAIL
WATER BAR TO DETAIL
P.C.C. 1:4:8
500
600
300
BASE SLAB TO DETAIL
P.C.C. 1:4:8
300
BASE SLAB TO DETAIL
300
100
500
4000
4500
300
600600
200
200
1500
3000
G.L (+0m)
+ 3.0m
- 1.5m
500
HAUNCH TO DETAIL
WATER BAR TO DETAIL
500
600
SECTION-AA
600
500
3500
600
500
PLAN
FREE BOARD FREE BOARD FREE BOARD
LIME PREPARATION AND DOSING TANK5 x 5 x 5m +0.5m FB
LIME PREPARATION AND DOSING TANK5 x 5 x 5m +0.5m FB
SODA ASH PREPARATIONAND DOSING TANK
3.5 x 3.5 x 4m +0.5m FB
SODA ASH PREPARATIONAND DOSING TANK
3.5 x 3.5 x 4m +0.5m FB
P.C.C. 1:4:8
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
FOR DPR PURPOSE ONLY
600600
P.C.C. 1:4:8
600 600
600
BUFFER TANK FOR SLUDGE STORAGE
13m x 13m x 4m
13000 300 400300400
3188 3313 3313 3188
3188
3313
3313
3188
1300
0
300
400
300
400
PLAN
C1 C1 C1
C1
C1
C1
C1 C1 C1
C1
C1
C1 COUNTERFORT C1 DETAILS
400
700
400
500
100
300
4500
1500
3000
G.L (+0m)
+ 3m
- 1.5m
WATER BAR TO DETAIL
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-17
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTIONBUFFER TANK FOR SLUDGE STORAGE
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
SECTION-AA
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
P.C.C. 1:4:8
FOR DPR PURPOSE ONLY
234
20020
0 HAUNCH TO DETAIL
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-18
SHEET : A1
DRAWN : AS DESIGNED : BA.
PRIMARY TREATMENT SECTION SLUDGE THICKENER
DATE : 16.APR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
PLAN
Ø25000
600450 Ø25000 600450
100
SLUDGE THICKENER25mØ x 3.5m + 0.5m FB
SECTION-AA
600 450 11550 450 1000 450 11550 450 600
450
1835
100
3500
500
4000
2285
450 450
300 100
400
100
30030
0
FREE BOARD
G.L (+0m)
1300
2700
-1.3m
+ 2.7m
SLUDGE THICKENER25mØ x 3.5m + 0.5M FB
P.C.C. 1:4:8
P.C.C. 1:4:8 P.C.C. 1:4:8
BASE SLAB TO DETAIL
HAUNCH TO DETAIL
WATER BAR TO DETAIL
SLUDGE PIPE
1500
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75234
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
FOR DPR PURPOSE ONLY
1000300 300
C1
C1
150 750 750
PT BEAM
1500
COLUMN - C1
500
900
150 1500
PT BEAM
SECTION-BB
HAND RAIL
1500
500
QUARTZ FILTER FEED TANK28 x 20 x 5m +0.5m FB
UF FEED TANK15 x 20 x 5m +0.5m FB
NF FEED TANK23 x 20 x 5m +0.5m FB
RO FEED TANK18 x 20 x 5m +0.5m FB
500300
300300300
PLAN
C1
C1
C1
C1
C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
C2
C2 C2
C2 C2
C2 C2
C2 C2
C2 C2
C2
C2 C2 C2
C2C2C2 C2 C2 C2 C2 C2
C2C2C2C2C2 C2
C2 C2 C2 C2
C2C2C2
4000
4000
4000
4000
4000
4000 4000 4000 4000 4000 4000 4000 3750 3750 3750 3750 3833 3833 3833 3833 3833 3833 3600 3600 3600 3600 3600300
500
300
500
300
500
300
500
500
500
100
5700
300
SECTION A-A
WATER BAR TO DETAIL
+3.8m
G.L (+0m)
1900
3800
HAUNCH TO DETAIL200
200
FREE BOARD
-1.9m
500
P.C.C. 1:4:8
500
100
5700
300
SECTION B-B
WATER BAR TO DETAIL
HAUNCH TO DETAIL200
200
FREE BOARD
500
P.C.C. 1:4:8
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-19
SHEET : A1
DRAWN : AS DESIGNED : BA.
QUARTZ FILTER FEED, UF FEED, NF FEED ANDRO FEED TANK DETAILS
DATE : 08.MAR.2016 SCALE : 1 : 150
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
234
COUNTERFORT C1 DETAILS COUNTERFORT C2 DETAILS
400
900
450
450
FOR DPR PURPOSE ONLY
28000 300300500 15000 300 23000 300 18000 300 500
500300
2000
0
300500
+3.8m
G.L (+0m)
1900
3800
-1.9m
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-20
SHEET : A1
DRAWN : AS DESIGNED : BA.
QUARTZ FILTER SYSTEM
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
C1 C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1 C1
C1
C1
C1
C2 C2 C2 C2 C2 C2 C2
C2 C2 C2 C2 C2 C2 C2
C1
C1
C1
PLAN
500300
32000 500300
500
300
1600
0
500
300
4000 4000 4000 4000 4000 4000 4000 4000
4000
4000
4000
4000
QUARTZ FILTER SYSTEM32 x 16 x 7m
500
700
100
7500
300
SECTION A-A
WATER BAR TO DETAIL
+5m
G.L (+0m)
2500
5000
HAUNCH TO DETAIL20020
0
FREE BOARD
-2.5m
500
COUNTERFORT C1 DETAILS
COUNTERFORT C2 DETAILS
400
900
450
450
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
150150
150 150
TANK WALL
TYPICAL RUNG DETAILS
150
75234
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
FOR DPR PURPOSE ONLY
P.C.C. 1:4:8
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
7000
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-21
SHEET : A1
DRAWN : LA DESIGNED : BA.
HPRO - CHLORIDE & SULPHATE STREAM
DATE : 08.MAR.2016 SCALE : 1 : 150
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
600 300 16000 300 12000 500 10000 500 600
600
300
1500
060
0300
600
500
1000
060
050
0
FFE FEED TANK (SULPHATE)16 x 15 x 5m +0.5m FB
CHILLER FEED TANK12 x 10 x 4m +0.5m FB
FCE FEED TANK (SULPHATE)10 x 10 x 5m +0.5m FB
4000 4000 4000 4000
3750
3750
3750
3750
PLAN
COUNTERFORT C1 DETAILS
400
900
350
100
600 300 15000
200
200
600300
5000
500
200
5700
500
100
600 500 10000 600500
200
500
4000
4700
FFE FEED TANK (SULPHATE)16 x 15 x 5m +0.5m FB
CHILLER FEED TANK12 x 10 x 4m +0.5m FB
COVER SLAB
COVER SLABFREE BOARD
FREE BOARD
WATER BAR TO DETAIL
WATER BAR TO DETAIL
BASE SLAB BASE SLAB HAUNCH
SECTION-AA SECTION-BB
200
200
HAUNCH
300 10000 300
G.L (+0m)
G.L (+0m)
P.C.C. 1:4:8
600
500
C1 C1 C1
C1 C1 C1
C1
C1
C1
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
150150
150 150
TANK WALL
TYPICAL RUNG DETAILS
150
75234
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
FOR DPR PURPOSE ONLY
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
C2 C2 C2
COUNTERFORT C2 DETAILS
450
450
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
HAUNCH TO DETAIL
170300
5670
600
500
700
200
200
+3.17m
G.L (+0m)
1900
3770
500
WATER BAR TO DETAIL
HAUNCH TO DETAIL
170300
700
700
200
200
FREE BOARD
WATER BAR TO DETAIL
P.C.C. 1:4:8
HPRO FEED TANK (CHLORIDE)11 x 10 x 5m +0.5m FB
HPRO FEED TANK (SULPHATE)11 x 10 x 5m +0.5m FB
PLAN
500
300
1000
0
300
1000
0
300500500 300 11000 300 500
SECTION-AA
170300
500
700
200
200
HAUNCH TO DETAIL
WATER BAR TO DETAIL
5000
FREE BOARD
HPRO FEED TANK (CHLORIDE)11 x 10 x 5m +0.5m FB
HPRO FEED TANK (SULPHATE)11 x 10 x 5m +0.5m FB
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-22
SHEET : A1
DRAWN : AS DESIGNED : BA.
HPRO FEED TANK (CHLORIDE AND SULPHATE)
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
FOR DPR PURPOSE ONLY
-1.9m
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
150150
150 150
TANK WALL
TYPICAL RUNG DETAILS
150
75234
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
COMMON CONDENSATE STORAGE TANK34 x 20 x 5m +0.5m FB
C1 C1 C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1 C1 C1
C1
C1
C1
C1
C1
C1
C1
C1
C2 C2 C2 C2 C2 C2 C2 C2
C2C2C2C2C2C2C2C2
COUNTERFORT C1 DETAILS
COUNTERFORT C2 DETAILS
400
900
450
450
3778 3778 3778 3778 3778 3778 3778 3778 3778
4000
4000
4000
4000
4000
PLAN
500
550
100
5700
300
SECTION A-A
WATER BAR TO DETAIL
+3.8m
G.L (+0m)
1900
3800
HAUNCH TO DETAIL200
200
FREE BOARD
-1.9m
500
P.C.C. 1:4:8
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-23
SHEET : A1
DRAWN : AS DESIGNED : BA.
COMMON CONDENSATE STORAGE TANK DETAILS
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
FOR DPR PURPOSE ONLY
5000
500300
300
500
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
150150
150 150
TANK WALL
TYPICAL RUNG DETAILS
150
75234
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
34000 300 500300500
500300
2000
0
300500
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2
C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2
C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
COMMON RECOVERED WATER STORAGE TANK100 x 30 x 5m +0.5m FB
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-24
SHEET : A1
DRAWN : AS DESIGNED : BA.
LIME PREPARATION, SODA ASH PREPARATION AND DOSING TANK
DATE : 08.MAR.2016 SCALE : 1 : 200
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
PLAN
4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000
3750
3750
3750
3750
3750
3750
3750
3750
300500
300500
300500
300500
300
500
300
500
300
500
300
500
500300
500300
500300
500
650
100
5700
300
SECTION A-A
WATER BAR TO DETAIL
+3.8m
G.L (+0m)
1900
3800
HAUNCH TO DETAIL200
200
FREE BOARD
-1.9m
500
P.C.C. 1:4:8
5000
COUNTERFORT C1 DETAILS
COUNTERFORT C2 DETAILS
400
900
450
450
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
150150
150 150
TANK WALL
TYPICAL RUNG DETAILS
150
75234
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL SECTION - XXDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK 900
FOR DPR PURPOSE ONLY
3000
0
300500
300500
100000 300 500300500
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-25
SHEET : A1
DRAWN : LA DESIGNED : BA.
FFE & FCE FEED TANK (CHLORIDE)
DATE : 08.MAR.2016 SCALE : 1 : 150
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
FOR DPR PURPOSE ONLY
600 300
4000 4000 4000 4000
3600
3600
3600
3600
3600
16000 600300
600
300
1800
033
310
000
500
600
600 500 10000 600500
600
500
1000
0
FFE FEED TANK (CHLORIDE)16 x 18 x 5m + 0.5m FB
FCE FEED TANK (CHLORIDE)10 x 10 x 5m + 0.5m FB
PLAN
C1 C1 C1
C1
C1
C1
C1
C1
C1
C1
C1
COUNTERFORT C1 DETAILS
900
TYPICAL SECTIONDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
150150
150 150
TYPICAL RUNG DETAILS
150
75234
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
50
PVC 225mm WIDE WATER BAR
CONSTRUCTION JOINT DETAILS
CLEAN & APPLY CONSTRUCTION CHEMICAL BASF MAKE OR EQUIVALENT
300
600
100
600 300 16000
200
200
600300
5000
500
200
5700
600
100
600 700 10000 600700
200
500
5000
5700FFE FEED TANK (SULPHATE)
16 x 18 x 5m +0.5m FB
COVER SLAB COVER SLAB
FREE BOARD FREE BOARD
WATER BAR TO DETAIL
BASE SLAB BASE SLAB
HAUNCH
SECTION-AASECTION-BB
200
200
HAUNCH
300 10000 300
G.L (+0m) G.L (+0m)
P.C.C. 1:4:8
600
TANK WALL
WATER BAR TO DETAIL
400
600
FCE FEED TANK (CHLORIDE)10 x 10 x 5m + 0.5m FB
300
200
200
500
HAUNCH TO DETAIL
WATER BAR TO DETAIL
700
FREE BOARD
SECTION CC
100
600
G.L (+0m)
500
5000
P.C.C. 1:4:8
C2
C2
C2
C2
COUNTERFORT C2 DETAILS
450
450
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
PROJECT NO: K-16019 DRAWING NO: T - ST-26
SHEET : A1
DRAWN : LA DESIGNED : BA.
ATFD FEED TANK (SULPHATE AND CHLORIDE)
DATE : 08.MAR.2016 SCALE : 1 : 100
APPROVED : JK
A r c h e t y p e
Archetype Design Services Private Limited54/1, DPF Street,P.N Palayam,
Coimbatore -641037,Tamilnadu , Indiaemail: [email protected]: www.archetypepl.com
Gsm: +91 98942 44487Off: 0422 4351990
Er.S. JAGADESH KANNAN, M.E(Struct), MIE,FIV.,
TAMILNADU WATER INVESTMENT
COMPANY LIMITED,
POLY HOSE TOWERS, SPIC ANNEX BUILDING,
NO.86, FIRST FLOOR, MOUNT ROAD,
GUINDY, CHENNAI - 600 03.
M/s.JALNIGAM LUCKNOW
TANNERY WASTE MANAGEMENT AT JAJMAU,
KANPUR
SL.NO. DATE REVISIONS BY
TM
1. ALL DIMENSION ARE IN mm AND LEVELS ARE IN METERS.2. DO NOT SCALE THE DRAWING, FOLLOW FIGURED DIMENSIONS.3. CLEAR COVER TO THE MAIN REINFORCEMENT; a) BASE SLAB - 50mm(TOP),50mm(BOTTOM) b) SIDE WALLS - 30mm(WATER SIDE), 40mm(EARTHSIDE)4. DEVELOPMENT LENGTH: a) FOR BARS ON WATER FACE, Ld=34Ø b) FOR BARS ON EARTH FACE, Ld=43Ø5. USE MIX M - 30 FOR ALL CONCRETE MEMBER. CONFORMING TO IS 456:2001 & IS 3370:2009.6. USE HYSD BARS (fy=415N/mm2)FOR STEEL REINFORCEMENT CONFORMING TO IS 1786-19857. CONCRETE SHALL BE VIBRATED FOR OBTAINING OPTIMUM DENSITY.8. REINF. SHALL BE CHECKED BEFORE LAYING CONCRETE.9. LAPS SHOULD BE STAGGERED.10.ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF CONSULTANTS BEFORE GROUNDING THE WORK.11.USE MIX 1:4:8 FOR ALL PCC WORKS U.S.O.12.USE SULPHATE RESISTING CEMENT FOR ALL TANKS.13.USE CORROSION RESISTING STEEL FOR ALL TANKS.14.APPLY COAL TAR EPOXY COATING OVER INNER SURFACE OF THE TANK WALLS.15.PROVIDE RUNGS WHERE EVER NECESSARY.16.PROVIDE SUITABLE INSERT PLATE (200X200mm), WHERE EVER NECESSARY.
FOR DPR PURPOSE ONLY
500 500 8000 500500
500
500
7500
500
500
ATFD FEED TANK (SULPHATE)8 x 7.5 x 5m + 0.5m FB
SECTION-AA
100
600
FREE BOARD
5000
5700
300 8000 300
500 600
200
200
8000 600 500
HAUNCH TO DETAIL
500
BASE SLAB TO DETAIL
WATER BAR TO DETAIL
500
G.L (+0m)
P.C.C. 1:4:8
200
PLAN
ATFD FEED TANK (SULPHATE)8 x 7.5 x 5m + 0.5m FB
COVER SLAB
TYPICAL SECTIONDRAIN PIT DETAILS
TK10
0
350
TK10
0
1000100 TK 100
BASE SLAB TO DETAIL BASE SLAB TO DETAIL
TK
150150
150 150
TANK WALL
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
TYPICAL RUNG DETAILS
150
75
150150
150 150
TANK WALL
TYPICAL RUNG DETAILS
150
75234
75 (TYP)
LUG 4NOS 10 WELDED TO REBAR
PUDDLE PLATE
R.C.C SIDEWALL
150 (TYP)
TYPICAL FIXING DETAILSFOR PUDDLE FLANGE
PVC ENCAPSULATED 20ɸ @ RUNGS 300 c/c (TYP)
List of drawings for Component ‐ B
1. PROPOSED RAW EFFLUENT (GRAVITY ‐ LINE) NODAL DIAGRAM
2. PROPOSED RAW EFFLUENT (PUMPING ‐ LINE) NODAL DIAGRAM
3. EXISTING PUMPING STATION I, II, III & IV LAYOUT
DISCHARGE
SITE
CHHATRI
PS3
Chaudhary
Hospital
1
5
0
f
t
.
W
i
d
e
R
o
a
d
Sir Sayyed
School
Moti Nagar
Petrol
Pump
Rider
House
Sir Sayyed
School
Tel Mill
Chauraha
Sulabh
Sauchalya
T
o
C
i
r
c
u
i
t
H
o
u
s
e
O
l
d
J
a
j
m
a
u
R
o
a
d
Saste Galle Ki Dukan
Shiv Mandir
Dr. B R Ambedkar Chauraha
L
u
c
k
n
o
w
B
y
e
p
a
s
s
R
o
a
d
S
h
e
e
t
l
a
B
a
z
a
r
R
o
a
d
Idgah
Chauraha
Dharam Kanta
Dada Miyan Ki
Mazar
Police Chowki
Ganga
World
School
Overhead
Tank
Dharam Kanta
Haddi Mill
Chauraha
Sanjay Nagar
Treatment
Plant
Site
W
a
jid
p
u
r N
a
la
R
i
v
e
r
G
a
n
g
a
R
i
v
e
r
G
a
n
g
a
R
i
v
e
r
G
a
n
g
a
Zone-2
Zone-3
Zone-2
Zone-4
N
a
l
a
N
a
la
N
a
l
a
ESIC Hospital
Tanneries in jajmau, Kanpur, Uttar Pradesh.
Asharfabad
S
e
c
t
o
r
-
1
I
n
d
u
s
t
r
i
a
l
T
o
w
n
Gajju Purwa
S
e
c
t
o
r
-
2
I
n
d
u
s
t
r
i
a
l
T
o
w
n
T
a
n
n
e
r
y
T
o
w
n
Gaushala
K D A Colony
J K Puri
Mandir
E+10
650
E+10
900
E+11
150
E+11
400
E+11
650
E+11
900
E+12
150
E+12
400
E+12
650
E+12
900
E+13
150
E+13
400
E+13
650
N+11850
N+12100
N+12350
N+12600
N+12850
N+13100
N+13350
N+13600
N+13850
N+14100
N+14350
N+14600
N+14850
N+15100
N+15350
N+15600
E+10
650
E+10
900
E+11
150
E+11
400
E+11
650
E+11
900
E+12
150
E+12
400
E+12
650
E+12
900
E+13
150
E+13
400
E+13
650
E+13
900
E+14
150
N+11600
N+11850
N+12100
N+12350
N+12600
N+12850
N+13100
N+13350
N+13600
N+13850
N+14100
N+14350
N+14600
N+14850
N+15100
N+15350
N+15600
N+15850
N+11100
CULVERT
CULVERT
CULVERT
Petrol
Pump
SUMP
Zone-1
Chhabile Purwa
230
360
348
57
172
118
266
179
219
286
401
364
228
321
2
361
7
35
50
263
309
396
350
119
11
43
258
223
220
55
332
239
175
74
243
320
162
249
234
138
387
167253
245
252
77
371
155
333
78
231
132
63
122
169
36
21
124
284
114
214
127
120
246
365
345
130
165
261
275
112
18
363
109
111
20
277
86
208
19
46
177
85
82
MH-89G.L118.62 m
I.L115.89 m
MH-33
G.L115.98 m
I.L114.58 m
MH-125
G.L116.75 m
I.L114.99 m
M
H
-
9
G
.
L
1
2
1
.
3
3
m
I
.
L
1
1
5
.
8
2
m
MH-81
G.L121.17 m
I.L119.95 m
MH-70
G.L121.13 m
I.L120.00 m
MH-87
G.L117.50 m
I.L115.96 m
MH-1G.L122.39 m
I.L117.98 m
MH-43
G.L122.39 m
I.L121.13 m
MH-56
G.L122.67 m
I.L121.31 m
MH-65
G.L122.52 m
I.L121.39 m
M
H
-
7
3
G
.
L
1
2
2
.
5
2
m
I
.
L
1
1
8
.
6
6
m
M
H
-
1
0
G.L120.94 m
I.L118.79 m
MH-120
G.L115.29 m
I.L113.84 m
M
H
-
4
6
G
.
L
1
2
0
.
8
6
m
I
.
L
1
1
6
.
0
0
m
M
H
-
8
3
G
.
L
1
1
7
.
3
0
m
I
.
L
1
1
6
.
2
1
m
M
H
-
1
6
G
.
L
1
2
0
.
8
5
m
I
.
L
1
1
8
.
0
9
m
MH-97
G.L119.57 m
I.L118.40 m
MH-95
G.L121.63 m
I.L120.49 m
MH-86
G.L122.13 m
I.L119.74 m
MH-107 G.L116.01 m
I.L114.26 m
MH-47
G.L121.75 m
I.L120.17 m
MH-119
G.L118.53 m
I.L116.35 m
MH-123
G.L121.39 m
I.L119.12 m
MH-21
G.L122.05 m
I.L119.65 m
MH-103
G.L119.88 m
I.L118.58 m
MH-49
G.L121.16 m
I.L120.08 m
MH-106
G.L122.42 m
I.L119.84 m
MH-75
G.L118.87 m
I.L115.14 m
MH-27
G.L121.95 m
I.L115.27 m
MH-111
G.L121.27 m
I.L117.81 m
MH-76
G.L115.70 m
I.L113.52 m
MH-102
G.L115.69 m
I.L113.92 m
MH-138
G.L120.12 m
I.L118.77 m
MH-139
G.L117.70 m
I.L116.45 m
MH-141
G.L115.49 m
I.L113.50 m
MH-144
G.L121.61 m
I.L120.46 m
MH-145
G.L121.60 m
I.L120.45 m
MH-146
G.L122.02 m
I.L120.42 m
M
H
-
1
4
7
G.L120.47 m
I.L118.70 m
MH-148
G.L121.17 m
I.L119.43 m
MH-149
G.L120.41 m
I.L118.70 m
MH-150
G.L119.68 m
I.L118.61 m
M
H
-
1
5
1
G
.
L
1
2
1
.
2
1
m
I
.
L
1
1
8
.
4
6
m
M
H
-
1
5
2
G
.
L
1
2
1
.
8
5
m
I
.
L
1
1
8
.
6
2
m
M
H
-
1
5
3
G
.
L
1
2
2
.
5
1
m
I
.
L
1
1
8
.
6
4
m
M
H
-
1
5
4
G
.
L
1
2
2
.
3
0
m
I
.
L
1
1
8
.
6
6
m
M
H
-
1
5
5
G.L121.42 m
I.L118.69 m
M
H
-
1
5
6
G.L119.82 m
I.L118.73 m
MH-158
G.L121.97 m
I.L119.96 m
MH-159
G.L123.35 m
I.L120.99 m
MH-160
G.L123.02 m
I.L121.93 m
MH-163
G.L117.67 m
I.L116.27 m
MH-164
G.L117.65 m
I.L115.67 m
MH-165
G.L116.97 m
I.L115.57 m
MH-166
G.L116.97 m
I.L115.04 m
MH-167G.L116.34 m
I.L114.67 m
MH-168
G.L115.90 m
I.L114.45 m
MH-169
G.L118.54 m
I.L117.14 m
MH-170 G.L118.83 m
I.L117.24 m
MH-171
G.L119.24 m
I.L117.53 m
MH-172G.L119.01 m
I.L117.61 m
MH-173
G.L120.92 m
I.L117.72 m
MH-174 G.L121.10 m
I.L117.77 m
MH-175
G.L120.35 m
I.L119.22 m
MH-176
G.L120.52 m
I.L119.21 m
MH-177
G.L120.73 m
I.L119.18 m
MH-178
G.L121.15 m
I.L119.16 m
MH-179
G.L121.32 m
I.L119.14 m
MH-186
G.L115.18 m
I.L113.59 m
MH-187
G.L115.16 m
I.L113.62 m
MH-188
G.L115.16 m
I.L113.64 m
MH-189
G.L115.44 m
I.L113.67 m
MH-190
G.L115.46 m
I.L113.69 m
MH-191
G.L115.60 m
I.L113.72 m
MH-192
G.L115.69 m
I.L113.74 m
MH-193
G.L115.67 m
I.L113.76 m
MH-194
G.L115.69 m
I.L113.79 m
MH-195
G.L115.53 m
I.L113.81 m
MH-196
G.L119.75 m
I.L118.21 m
MH-197G.L119.19 m
I.L117.65 m
MH-198 G.L120.31 m
I.L115.94 m
MH-199
G.L119.43 m
I.L115.92 m
MH-200
G.L118.67 m
I.L115.88 m
MH-201
G.L118.74 m
I.L115.85 m
MH-202
G.L118.80 m
I.L115.83 m
MH-203
G.L119.09 m
I.L115.15 m
MH-204
G.L119.55 m
I.L115.17 m
MH-205
G.L120.02 m
I.L115.19 m
MH-206G.L120.84 m
I.L115.21 m
MH-207
G.L120.64 m
I.L115.24 m
MH-208
G.L121.63 m
I.L115.26 m
MH-211
G.L122.86 m
I.L115.45 m
MH-212
G.L122.16 m
I.L115.50 m
M
H
-
2
1
3G
.
L
1
2
1
.
6
3
m
I
.
L
1
1
5
.
5
5
m
M
H
-
2
1
4
G
.
L
1
2
1
.
5
5
m
I
.
L
1
1
5
.
6
1
m
M
H
-
2
1
5
G
.
L
1
2
1
.
8
4
m
I
.
L
1
1
5
.
6
7
m
MH-216
G.L121.42 m
I.L115.73 m
MH-217
G.L121.19 m
I.L115.87 m
M
H
-
2
1
8
G
.
L
1
2
1
.
0
1
m
I
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L
1
1
5
.
9
4
m
M
H
-
2
1
9
G
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1
2
1
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6
2
m
I
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L
1
2
0
.
3
5
m
M
H
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2
2
0
G
.
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1
2
0
.
1
1
m
I
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L
1
1
6
.
0
7
m
M
H
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2
1
G
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1
2
0
.
0
4
m
I
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1
1
6
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1
4
m
M
H
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2
2
G
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1
1
9
.
2
7
m
I
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1
1
6
.
1
6
m
M
H
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2
3
G
.
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1
1
7
.
9
7
m
I
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1
1
6
.
1
9
m
M
H
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2
4
G
.
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1
2
0
.
0
6
m
I
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1
1
8
.
1
1
m
M
H
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2
5
G
.
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1
1
9
.
3
1
m
I
.
L
1
1
8
.
1
4
m
MH-257
G.L120.12 m
I.L118.69 m
MH-258
G.L120.10 m
I.L118.83 m
MH-259
G.L120.43 m
I.L118.97 m
MH-260
G.L120.63 m
I.L119.30 m
MH-261
G.L120.83 m
I.L119.45 m
MH-262
G.L121.13 m
I.L119.54 m
MH-263
G.L121.35 m
I.L119.56 m
MH-264
G.L121.59 m
I.L119.58 m
MH-265
G.L121.70 m
I.L119.61 m
MH-266
G.L121.82 m
I.L119.63 m
MH-267
G.L122.07 m
I.L119.67 m
MH-268
G.L122.09 m
I.L119.70 m
MH-269
G.L122.11 m
I.L119.72 m
MH-270
G.L122.18 m
I.L119.76 m
MH-271
G.L122.25 m
I.L119.78 m
MH-272
G.L122.32 m
I.L119.80 m
MH-273
G.L122.39 m
I.L119.82 m
MH-274
G.L122.46 m
I.L121.25 m
MH-275
G.L122.52 m
I.L121.27 m
MH-276
G.L122.59 m
I.L121.29 m
MH-277
G.L122.62 m
I.L121.34 m
MH-278
G.L122.57 m
I.L121.36 m
MH-281
G.L115.13 m
I.L113.53 m
MH-282
G.L115.44 m
I.L113.63 m
MH-283G.L116.36 m
I.L113.94 m
MH-284
G.L118.41 m
I.L115.13 m
MH-285
G.L117.71 m
I.L115.11 m
MH-286
G.L117.02 m
I.L114.86 m
MH-287
G.L122.34 m
I.L118.07 m
MH-288
G.L122.87 m
I.L118.09 m
MH-289
G.L122.96 m
I.L118.11 m
MH-290
G.L122.81 m
I.L118.13 m
MH-291G.L122.64 m
I.L118.15 m
MH-292
G.L122.47 m
I.L118.17 m
MH-293
G.L122.25 m
I.L118.20 m
MH-294
G.L122.19 m
I.L118.22 m
MH-295
G.L121.09 m
I.L118.24 m
MH-296
G.L121.88 m
I.L118.26 m
MH-297
G.L121.80 m
I.L118.28 m
MH-298
G.L121.41 m
I.L118.30 m
MH-299
G
.
L
1
2
1
.
0
9
m
I
.
L
1
1
8
.
0
8
m
MH-300
G.L121.83 m
I.L118.03 m
MH-301
G.L122.07 m
I.L118.01 m
MH-302
G.L122.39 m
I.L121.04 m
MH-305
G.L122.39 m
I.L121.09 m
MH-306
G.L121.77 m
I.L118.35 m
MH-307
G.L120.95 m
I.L118.37 m
MH-308
G.L120.96 m
I.L118.39 m
MH-309
G.L120.35 m
I.L118.41 m
MH-310
G.L120.52 m
I.L118.44 m
MH-311
G.L120.16 m
I.L118.47 m
MH-312
G.L120.07 m
I.L118.49 m
MH-313
G.L120.15 m
I.L118.52 m
MH-314
G.L116.76 m
I.L114.92 m
MH-315
G.L118.40 m
I.L115.70 m
MH-316
G.L119.53 m
I.L117.34 m
MH-318
G.L117.06 m
I.L115.98 m
MH-322
G.L121.39 m
I.L119.93 m
MH-323
G.L121.64 m
I.L119.91 m
MH-324
G.L121.89 m
I.L119.88 m
MH-325
G.L116.46 m
I.L114.50 m
MH-326
G.L117.43 m
I.L115.47 m
MH-579
G.L119.75 m
I.L116.72 m
MH-582
G.L121.86 m
I.L118.27 m
MH-583
G.L122.56 m
I.L118.16 m
MH-584
G.L122.41 m
I.L119.86 m
MH-585
G.L122.46 m
I.L119.89 m
MH-586
G.L122.51 m
I.L119.91 m
MH-587
G.L122.53 m
I.L119.93 m
MH-588
G.L122.25 m
I.L119.95 m
MH-589
G.L122.04 m
I.L119.97 m
MH-590
G.L121.78 m
I.L120.00 m
MH-591G.L120.23 m
I.L118.74 m
MH-592
G.L120.61 m
I.L119.24 m
MH-593
G.L121.56 m
I.L120.02 m
MH-594
G.L121.35 m
I.L120.04 m
MH-595
G.L121.33 m
I.L120.06 m
MH-100
G.L121.61 m
I.L118.05 m
MH-657
G
.
L
1
1
9
.
8
5
m
I
.
L
1
1
8
.
7
1
m
MH-660
G.L122.58 m
I.L117.95 m
MH-661
G.L122.47 m
I.L117.91 m
MH-662
G.L122.28 m
I.L117.86 m
MH-663
G.L122.63 m
I.L121.50 m
MH-664
G.L122.61 m
I.L121.53 m
MH-665
G.L122.15 m
I.L115.40 m
MH-666
G.L122.07 m
I.L115.34 m
Pumping Station 1
SUMP
343
72
303
8 17
317
154
171
311302
297
298
281
274 149
374
96
382
296
305
308
276
285
399
381
273
26
380
391
89
128
129
3394
156
27
15
25
137
166
204
205
330
341
282
221
125
375
244
123
133
241
238
83
259
247
329
54
376
328
372
31
116
366
178
140
346
289
29
160
383
203
151
334
183
161
40
325
279
197
307
73
192
257
398
102
80
148
145
187
292
84
316
1575
237
358
359
322
173
248
153
136
240
268
60
229
144
206
141
139
224 271
190
215
280
369
236
270
59
357
13
353
134
146
152
MH-53
G.L113.52 m
I.L111.58 m
MH-7
G.L116.26 m
I.L113.47 m
MH-69
G.L114.67 m
I.L113.49 m
MH-93
G.L117.58 m
I.L115.20 m
MH-122
G.L114.04 m
I.L112.19 m
M
H
-
2
6
G.L114.44 m
I.L113.27 m
M
H
-
5
2
G
.
L
1
1
3
.
8
7
m
I
.
L
1
1
2
.
1
7
m
MH-110
G.L113.65 m
I.L112.10 m
M
H
-
4
4
G
.
L
1
1
4
.
4
8
m
I
.
L
1
1
2
.
9
7
m
M
H
-
3
8
G
.
L
1
1
7
.
3
4
m
I
.
L
1
1
6
.
0
5
m
M
H
-
6
8
G
.
L
1
1
7
.
6
8
m
I
.
L
1
1
6
.
4
1
m
M
H
-
6
7
G
.
L
1
1
4
.
8
3
m
I
.
L
1
1
3
.
2
8
m
MH-64
G.L115.20 m
I.L111.97 m
M
H
-
5
8
G
.
L
1
1
5
.
4
7
m
I
.
L
1
1
3
.
8
8
m
MH-51
G.L117.95 m
I.L116.33 m
M
H
-
4
5
G
.
L
1
1
6
.
2
2
m
I
.
L
1
1
4
.
8
9
m
MH-2
G.L114.04 m
I.L112.23 m
M
H
-
1
2
7
G
.
L
1
1
6
.
0
6
m
I
.
L
1
1
4
.
3
7
m
M
H
-
4
1
G
.
L
1
1
3
.
9
6
m
I
.
L
1
1
2
.
2
8
m
MH-84
G.L116.79 m
I.L115.11 m
MH-121
G.L120.73 m
I.L113.25 m
MH-50
G.L115.54 m
I.L113.63 m
MH-108
G.L119.19 m
I.L115.35 m
MH-128
G
.
L
1
1
3
.
5
8
m
I
.
L
1
1
1
.
6
0
m
MH-22
G.L118.20 m
I.L115.91 m
MH-66
G.L118.69 m
I.L113.13 m
MH-28
G.L119.38 m
I.L117.45 m
MH-31
G.L120.28 m
I.L118.76 m
M
H
-
7
9
G.L116.20 m
I.L114.62 m
MH-142
G.L116.63 m
I.L114.76 m
MH-143
G.L114.65 m
I.L112.73 m
MH-180
G.L117.15 m
I.L113.43 m
MH-181
G.L117.81 m
I.L113.40 m
MH-182
G.L119.40 m
I.L113.37 m
MH-183
G.L120.14 m
I.L113.34 m
MH-184
G.L120.67 m
I.L113.31 m
MH-185
G.L121.03 m
I.L113.28 m
M
H
-
2
2
9G
.
L
1
1
7
.
7
1
m
I
.
L
1
1
6
.
1
3
m
M
H
-
2
3
0
G
.
L
1
1
7
.
7
2
m
I
.
L
1
1
6
.
3
9
m
M
H
-
2
3
1
G
.
L
1
1
7
.
6
6
m
I
.
L
1
1
5
.
9
5
m
MH-232
G.L117.85 m
I.L115.92 m
M
H
-
2
3
3
G
.
L
1
1
8
.
5
0
m
I
.
L
1
1
6
.
9
7
m
M
H
-
2
3
5G
.
L
1
2
0
.
7
1
m
I
.
L
1
1
9
.
3
6
m
M
H
-
2
3
6
G
.
L
1
2
0
.
4
6
m
I
.
L
1
1
9
.
1
8
m
M
H
-
2
3
7
G
.
L
1
2
0
.
2
8
m
I
.
L
1
1
8
.
8
2
m
M
H
-
2
3
8
G
.
L
1
1
9
.
9
8
m
I
.
L
1
1
7
.
6
4
m
M
H
-
2
3
9
G
.
L
1
1
8
.
7
9
m
I
.
L
1
1
7
.
3
2
m
MH-240
G.L117.67 m
I.L115.88 m
MH-241
G.L117.52 m
I.L115.85 m
MH-242
G.L117.87 m
I.L115.82 m
MH-243
G.L117.32 m
I.L115.79 m
MH-244
G.L117.73 m
I.L115.76 m
MH-245G.L118.13 m
I.L115.73 m
MH-247
G.L119.02 m
I.L115.67 m
MH-248
G.L120.64 m
I.L115.61 m
MH-249
G
.
L
1
2
0
.
1
9
m
I
.
L
1
1
5
.
5
4
m
MH-250
G.L120.20 m
I.L115.46 m
MH-251
G.L119.76 m
I.L115.39 m
MH-252
G.L118.82 m
I.L115.32 m
MH-253
G.L117.90 m
I.L115.26 m
MH-254
G.L117.07 m
I.L115.20 m
MH-255
G.L117.01 m
I.L115.14 m
MH-256G.L116.93 m
I.L115.06 m
MH-328
G.L115.45 m
I.L113.65 m
MH-329
G.L115.62 m
I.L113.68 m
MH-330
G.L115.75 m
I.L113.71 m
MH-331
G.L115.11 m
I.L113.74 m
MH-332
G.L116.46 m
I.L113.81 m
MH-333
G.L117.11 m
I.L115.17 m
MH-334
G.L117.83 m
I.L115.82 m
MH-335
G.L118.73 m
I.L116.53 m
MH-336
G.L119.52 m
I.L118.12 m
MH-337
G.L119.91 m
I.L118.23 m
MH-338
G.L120.26 m
I.L118.61 m
MH-339
G.L120.79 m
I.L118.74 m
MH-340
G.L120.29 m
I.L118.80 m
MH-341
G.L120.19 m
I.L118.83 m
MH-342
G.L120.52 m
I.L118.96 m
MH-343G.L118.09 m
I.L113.10 m
MH-344
G.L117.46 m
I.L113.07 m
MH-345
G.L117.23 m
I.L113.04 m
MH-346
G.L116.52 m
I.L113.01 m
MH-347
G.L115.47 m
I.L112.98 m
MH-521
G.L113.83 m
I.L112.00 m
MH-522
G.L113.66 m
I.L112.03 m
MH-523
G.L113.50 m
I.L112.07 m
MH-524
G.L113.39 m
I.L112.10 m
MH-525
G.L115.43 m
I.L113.58 m
MH-526
G.L115.20 m
I.L113.55 m
MH-527
G.L114.93 m
I.L111.93 m
MH-528
G.L114.38 m
I.L111.90 m
MH-529
G.L114.67 m
I.L111.87 m
MH-530
G.L114.15 m
I.L111.84 m
MH-533
G.L113.78 m
I.L112.13 m
MH-534G
.
L
1
1
3
.
9
2
m
I
.
L
1
1
2
.
1
7
m
MH-535
G
.
L
1
1
3
.
9
1
m
I
.
L
1
1
2
.
6
5
m
M
H
-
5
3
6
G
.
L
1
1
4
.
4
0
m
I
.
L
1
1
2
.
7
7
m
M
H
-
5
3
7G
.
L
1
1
5
.
0
4
m
I
.
L
1
1
3
.
2
5
m
M
H
-
5
3
8
G
.
L
1
1
5
.
0
8
m
I
.
L
1
1
3
.
8
5
m
M
H
-
5
3
9
G
.
L
1
1
8
.
4
2
m
I
.
L
1
1
6
.
4
8
m
MH-542
G.L117.94 m
I.L116.75 m
MH-543
G.L117.48 m
I.L115.67 m
M
H
-
5
4
4
G.L117.59 m
I.L115.10 m
M
H
-
5
4
5
G
.
L
1
1
5
.
7
8
m
I
.
L
1
1
4
.
1
6
m
M
H
-
5
4
6
G
.
L
1
1
5
.
3
1
m
I
.
L
1
1
3
.
7
0
m
M
H
-
5
4
7
G
.
L
1
1
4
.
8
6
m
I
.
L
1
1
3
.
2
7
m
M
H
-
5
4
8
G
.
L
1
1
4
.
4
2
m
I
.
L
1
1
2
.
8
1
m
MH-550
G.L113.87 m
I.L112.67 m
MH-551
G
.
L
1
1
3
.
8
2
m
I
.
L
1
1
2
.
5
3
m
MH-552
G.L113.73 m
I.L112.44 m
MH-553
G.L113.68 m
I.L112.34 m
MH-554
G.L113.72 m
I.L112.31 m
M
H
-
5
6
1G
.
L
1
1
4
.
3
9
m
I
.
L
1
1
3
.
2
1
m
M
H
-
5
6
2G
.
L
1
1
4
.
7
2
m
I
.
L
1
1
2
.
7
0
m
M
H
-
5
6
3 G
.
L
1
1
3
.
8
0
m
I
.
L
1
1
2
.
4
5
m
MH-564
G.L113.19 m
I.L111.69 m
MH-565
G.L113.36 m
I.L111.76 m
MH-566
G.L113.43 m
I.L111.93 m
MH-567
G.L113.52 m
I.L112.01 m
MH-568
G.L114.04 m
I.L112.22 m
MH-569
G.L114.49 m
I.L112.95 m
MH-570
G.L116.54 m
I.L115.27 m
MH-571
G.L116.51 m
I.L115.24 m
MH-572 G.L117.02 m
I.L115.21 m
MH-573
G.L117.27 m
I.L115.18 m
MH-574
G.L117.15 m
I.L115.15 m
MH-575
G.L116.58 m
I.L114.90 m
MH-576
G.L116.14 m
I.L114.43 m
MH-577
G.L115.67 m
I.L114.31 m
MH-580
G.L118.94 m
I.L115.66 m
MH-581
G.L118.50 m
I.L115.70 m
MH-596
G.L120.35 m
I.L113.22 m
MH-597
G.L119.63 m
I.L113.19 m
MH-598
G.L119.12 m
I.L113.16 m
MH-599
G
.
L
1
1
3
.
1
9
m
I
.
L
1
1
1
.
6
4
m
MH-600
G.L115.63 m
I.L114.34 m
MH-603
G.L113.70 m
I.L112.33 m
MH-604
G.L114.00 m
I.L112.25 m
MH-660
G.L119.60 m
I.L117.58 m
MH-661
G.L118.67 m
I.L117.44 m
MH-662
G.L116.19 m
I.L114.16 m
MH-663
G.L115.59 m
I.L113.98 m
MH-664G.L115.41 m
I.L113.91 m
Pumping Station 2
M
H
-
5
5
G
.
L
1
1
6
.
7
4
m
I
.
L
1
1
3
.
3
1
m
MH-130
G.L117.73 m
I.L115.90 m
MH-39
G.L114.12 m
I.L111.33 m
MH-101
G.L117.55 m
I.L116.13 m
MH-17
G.L120.21 m
I.L118.45 m
M
H
-
6
0
G
.
L
1
1
8
.
1
9
m
I
.
L
1
1
6
.
7
6
m
M
H
-
1
2
9
G
.
L
1
1
6
.
7
7
m
I
.
L
1
1
4
.
6
9
m
M
H
-
2
5
G.L114.62 m
I.L113.11 m
M
H
-
3
4
8
G
.
L
1
1
8
.
1
2
m
I
.
L
1
1
5
.
6
6
m
M
H
-
3
4
9
G
.
L
1
1
9
.
7
9
m
I
.
L
1
1
7
.
0
3
m
M
H
-
3
5
0
G
.
L
1
2
0
.
8
6
m
I
.
L
1
1
8
.
3
7
m
M
H
-
3
5
1
G
.
L
1
2
1
.
2
0
m
I
.
L
1
1
8
.
3
9
m
MH-352
G.L121.64 m
I.L118.42 m
MH-353
G.L121.66 m
I.L118.45 m
MH-354
G.L121.66 m
I.L118.48 m
MH-355
G.L121.13 m
I.L118.51 m
MH-356
G.L120.66 m
I.L118.54 m
MH-357
G.L120.26 m
I.L118.57 m
MH-358
G.L120.19 m
I.L118.60 m
MH-359
G.L120.49 m
I.L118.63 m
MH-360
G.L120.61 m
I.L118.66 m
MH-361
G.L120.84 m
I.L118.69 m
MH-362
G.L119.80 m
I.L118.72 m
MH-412G.L117.74 m
I.L116.46 m
MH-413
G.L117.92 m
I.L116.65 m
MH-414
G.L119.55 m
I.L118.34 m
MH-415
G.L119.32 m
I.L118.15 m
MH-416G.L119.15 m
I.L117.98 m
MH-417
G.L118.98 m
I.L117.74 m
MH-418
G.L118.80 m
I.L117.56 m
MH-419 G.L118.09 m
I.L116.83 m
MH-420
G.L118.27 m
I.L117.00 m
MH-421G.L118.45 m
I.L117.18 m
MH-422G.L118.62 m
I.L117.35 m
M
H
-
4
2
3
G
.
L
1
2
0
.
8
5
m
I
.
L
1
1
9
.
7
0
m
M
H
-
4
2
4
G
.
L
1
2
0
.
7
0
m
I
.
L
1
1
9
.
5
6
m
M
H
-
4
2
5
G
.
L
1
2
0
.
7
1
m
I
.
L
1
1
9
.
5
1
m
M
H
-
4
2
6
G
.
L
1
2
0
.
7
1
m
I
.
L
1
1
9
.
4
8
m
M
H
-
4
2
7
G
.
L
1
2
0
.
7
0
m
I
.
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1
1
9
.
4
5
m
M
H
-
4
2
8
G
.
L
1
2
0
.
6
4
m
I
.
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1
1
9
.
4
0
m
M
H
-
4
2
9
G
.
L
1
2
0
.
5
7
m
I
.
L
1
1
9
.
3
1
m
M
H
-
4
3
0
G
.
L
1
2
0
.
5
4
m
I
.
L
1
1
9
.
2
7
m
M
H
-
4
3
1G
.
L
1
2
0
.
5
0
m
I
.
L
1
1
9
.
2
3
m
M
H
-
4
3
2
G
.
L
1
2
0
.
4
6
m
I
.
L
1
1
9
.
1
1
m
M
H
-
4
3
3
G
.
L
1
2
0
.
3
0
m
I
.
L
1
1
8
.
9
3
m
M
H
-
4
3
4
G
.
L
1
2
0
.
1
2
m
I
.
L
1
1
8
.
8
2
m
MH-435
G.L119.67 m
I.L117.92 m
MH-436
G.L119.14 m
I.L117.40 m
MH-437
G.L118.62 m
I.L116.91 m
MH-438G.L118.14 m
I.L116.34 m
MH-439
G.L117.37 m
I.L115.93 m
MH-440 G.L117.15 m
I.L115.75 m
MH-441
G.L117.56 m
I.L115.70 m
MH-442G.L117.60 m
I.L115.65 m
MH-443
G.L117.17 m
I.L115.20 m
MH-444
G.L116.53 m
I.L114.30 m
MH-445
G.L115.62 m
I.L114.22 m
MH-446
G.L115.85 m
I.L114.18 m
MH-447
G.L114.34 m
I.L112.80 m
MH-448
G.L114.55 m
I.L113.01 m
MH-449
G.L114.76 m
I.L113.22 m
MH-450
G.L114.98 m
I.L113.44 m
MH-451
G.L115.20 m
I.L113.66 m
MH-452
G.L115.41 m
I.L113.87 m
MH-453
G.L115.64 m
I.L114.09 m
MH-454
G.L120.20 m
I.L119.13 m
MH-455
G.L120.15 m
I.L118.95 m
MH-456
G.L120.01 m
I.L118.88 m
MH-457
G.L120.00 m
I.L118.31 m
M
H
-
4
5
8
G
.
L
1
1
9
.
3
7
m
I
.
L
1
1
8
.
0
7
m
M
H
-
4
5
9
G
.
L
1
1
9
.
2
1
m
I
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1
1
7
.
9
1
m
M
H
-
4
6
0
G
.
L
1
1
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.
0
5
m
I
.
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1
1
7
.
7
8
m
M
H
-
4
6
1
G
.
L
1
1
9
.
2
8
m
I
.
L
1
1
7
.
7
5
m
M
H
-
4
6
2
G
.
L
1
1
9
.
1
0
m
I
.
L
1
1
7
.
6
6
m
MH-463
G.L118.85 m
I.L117.24 m
M
H
-
4
6
4
G
.
L
1
1
8
.
4
3
m
I
.
L
1
1
7
.
0
2
m
MH-465
G.L118.26 m
I.L116.86 m
MH-466
G.L118.35 m
I.L116.93 m
MH-467
G.L118.41 m
I.L117.01 m
MH-468
G.L118.45 m
I.L117.05 m
MH-469
G.L118.50 m
I.L117.27 m
MH-470
G.L118.62 m
I.L117.39 m
MH-471
G.L118.80 m
I.L117.53 m
MH-472
G.L118.85 m
I.L117.69 m
MH-473
G.L119.25 m
I.L117.76 m
MH-474
G.L119.36 m
I.L118.16 m
MH-475
G.L119.42 m
I.L118.25 m
MH-476
G.L119.63 m
I.L118.36 m
M
H
-
4
9
2
G
.
L
1
1
6
.
7
4
m
I
.
L
1
1
5
.
2
4
m
M
H
-
4
9
3
G
.
L
1
1
6
.
9
6
m
I
.
L
1
1
5
.
4
1
m
M
H
-
4
9
4
G
.
L
1
1
7
.
3
7
m
I
.
L
1
1
5
.
6
4
m
M
H
-
4
9
5G
.
L
1
1
7
.
6
9
m
I
.
L
1
1
6
.
0
4
m
M
H
-
4
9
6
G
.
L
1
1
8
.
1
0
m
I
.
L
1
1
6
.
3
7
m
MH-497
G.L113.77 m
I.L111.30 m
MH-498
G.L114.29 m
I.L111.27 m
MH-499
G.L114.38 m
I.L111.23 m
MH-500
G.L114.47 m
I.L111.20 m
M
H
-
5
0
1
G
.
L
1
1
4
.
5
4
m
I
.
L
1
1
1
.
1
8
m
M
H
-
6
1
9
G
.
L
1
2
0
.
6
1
m
I
.
L
1
1
9
.
3
7
m
MH-632
G.L117.34 m
I.L115.62 m
MH-636
G.L112.70 m
I.L111.62 m
MH-637
G.L113.14 m
I.L111.60 m
MH-638
G.L114.65 m
I.L111.58 m
MH-639
G.L113.14 m
I.L111.55 m
MH-640
G.L114.36 m
I.L111.52 m
MH-641
G.L115.05 m
I.L111.49 m
MH-642
G.L115.43 m
I.L111.46 m
MH-643
G.L115.80 m
I.L111.43 m
MH-644
G.L115.40 m
I.L111.40 m
MH-645
G.L114.95 m
I.L111.36 m
MH-646
G.L118.66 m
I.L117.24 m
MH-647
G.L118.57 m
I.L117.03 m
M
H
-
6
4
8
G
.
L
1
1
4
.
6
8
m
I
.
L
1
1
3
.
3
6
m
M
H
-
6
4
9
G
.
L
1
1
4
.
6
7
m
I
.
L
1
1
3
.
3
9
m
M
H
-
6
5
0
G
.
L
1
1
4
.
6
1
m
I
.
L
1
1
3
.
4
2
m
M
H
-
6
5
1
G
.
L
1
1
4
.
7
8
m
I
.
L
1
1
3
.
5
3
m
M
H
-
6
5
2
G
.
L
1
1
5
.
0
2
m
I
.
L
1
1
3
.
6
8
m
M
H
-
6
5
3
G
.
L
1
1
5
.
7
8
m
I
.
L
1
1
3
.
9
2
m
P
S
-
3
SUMP
4
272
293
64
185
283
299
385
12
37
312
217
402
287
326
65
193
393
310
121
351
38
41
1
210
379
395
400
195
163
355
201
315
288
251
278
300
313
301
384
105
9
338
87
349
110
342
93
378
207
188
189
260
269
44
61
28
58
47
336
16
48
45
295
294
101
117
356
213
23
113
135
90
164
168
202
200
56
70
106
191
94
314
226
95
352
319
218
52
337
92
335
318
103
33142
131
143
142
199
6
370
339
108
49
324
209
290
196
PS-4
SUMP
386
194
262
256
79
397
377
304
388
235
91
392
24
66
389
88
267
255
212
233
264
265
158
147
344
222
367
14
291
53
62
340
232
34
182
362
170
306
327
184
107
225
33
176
354
186
254
10
242
51
216
198
159
368
373
180
68
67
39
76
32
115
390
75
69
30
97
347
181
211
323
MH-54
G.L118.16 m
I.L113.39 m
MH-112
G.L119.88 m
I.L117.23 m
MH-113
G.L118.98 m
I.L117.65 m
MH-82
G.L116.79 m
I.L113.46 m
MH-42
G.L118.70 m
I.L115.83 m
MH-72
G
.
L
1
1
3
.
9
2
m
I
.
L
1
1
2
.
2
6
mMH-115
G.L120.89 m
I.L119.47 m
MH-35
G.L120.80 m
I.L119.71 m
MH-57
G.L119.75 m
I.L118.00 m
MH-32 G.L114.42 m
I.L112.57 m
MH-94
G.L115.61 m
I.L113.50 m
MH-18
G.L119.73 m
I.L118.54 m
MH-12
G.L120.67 m
I.L119.46 m
MH-48
G.L118.45 m
I.L116.87 m
MH-117
G.L121.39 m
I.L119.11 m
MH-96
G.L113.20 m
I.L111.38 m
MH-20
G.L117.12 m
I.L115.72 m
M
H
-
2
9G
.
L
1
1
8
.
2
2
m
I
.
L
1
1
3
.
2
2
m
M
H
-
1
0
5
G
.
L
1
2
1
.
2
0
m
I
.
L
1
1
8
.
4
9
m
MH-364
G.L114.66 m
I.L113.57 m
MH-365
G.L115.28 m
I.L113.54 m
MH-366
G.L116.31 m
I.L113.48 m
MH-367
G.L117.52 m
I.L113.16 m
MH-368
G.L116.80 m
I.L113.11 m
MH-369
G.L116.09 m
I.L113.07 m
MH-370
G.L115.82 m
I.L113.02 m
MH-371
G.L115.42 m
I.L112.97 m
MH-372
G.L114.80 m
I.L112.92 m
MH-373
G.L114.84 m
I.L112.88 m
M
H
-
3
7
4
G
.
L
1
1
4
.
7
9
m
I
.
L
1
1
2
.
8
3
m
M
H
-
3
7
5
G
.
L
1
1
4
.
7
1
m
I
.
L
1
1
2
.
7
9
m
M
H
-
3
7
6
G
.
L
1
1
4
.
5
3
m
I
.
L
1
1
2
.
7
5
m
M
H
-
3
7
7
G
.
L
1
1
4
.
2
1
m
I
.
L
1
1
2
.
1
2
m
MH-378
G.L113.44 m
I.L111.76 m
MH-379
G.L113.10 m
I.L111.70 m
MH-380
G.L112.74 m
I.L111.24 m
MH-381
G.L112.72 m
I.L111.04 m
MH-382
G
.
L
1
1
3
.
6
0
m
I
.
L
1
1
1
.
8
8
m
MH-383
G.L114.01 m
I.L112.92 m
MH-385
G.L115.13 m
I.L113.40 m
MH-386
G.L115.80 m
I.L114.11 m
MH-387
G.L116.63 m
I.L114.78 m
MH-388
G.L114.55 m
I.L113.06 m
MH-389
G.L114.77 m
I.L113.21 m
MH-390
G.L115.11 m
I.L113.64 m
MH-391
G.L115.79 m
I.L113.78 m
MH-392
G.L116.03 m
I.L114.47 m
MH-393
G.L116.41 m
I.L114.70 m
MH-394
G.L116.75 m
I.L115.08 m
MH-395
G.L116.87 m
I.L115.43 m
MH-396
G.L117.42 m
I.L115.55 m
M
H
-
3
9
7
G
.
L
1
2
0
.
7
7
m
I
.
L
1
1
8
.
4
6
m
M
H
-
3
9
8
G
.
L
1
2
0
.
1
9
m
I
.
L
1
1
8
.
3
8
m
M
H
-
3
9
9
G
.
L
1
1
9
.
7
1
m
I
.
L
1
1
7
.
8
8
m
M
H
-
4
0
0
G
.
L
1
1
9
.
2
0
m
I
.
L
1
1
7
.
3
7
m
M
H
-
4
0
1
G
.
L
1
1
7
.
6
4
m
I
.
L
1
1
5
.
8
0
m
M
H
-
4
0
2
G
.
L
1
1
8
.
1
6
m
I
.
L
1
1
6
.
3
2
m
M
H
-
4
0
3
G
.
L
1
1
8
.
7
0
m
I
.
L
1
1
6
.
8
4
m
MH-503
G.L120.67 m
I.L119.54 m
MH-504
G.L120.94 m
I.L119.65 m
MH-505
G.L121.13 m
I.L119.92 m
MH-506
G.L121.33 m
I.L120.13 m
MH-507
G.L121.45 m
I.L120.33 m
MH-508
G.L121.65 m
I.L120.34 m
MH-509
G.L121.35 m
I.L119.13 m
MH-510
G.L121.31 m
I.L119.16 m
MH-511
G.L121.27 m
I.L119.19 m
MH-512
G.L121.23 m
I.L119.22 m
MH-513
G.L121.22 m
I.L119.25 m
MH-514
G.L121.18 m
I.L119.28 m
MH-515
G.L121.17 m
I.L119.31 m
MH-516
G.L121.13 m
I.L119.34 m
MH-517
G.L121.02 m
I.L119.37 m
MH-518
G.L120.97 m
I.L119.40 m
MH-519
G.L120.93 m
I.L119.43 m
MH-520
G.L120.78 m
I.L119.65 m
MH-605
G.L119.23 m
I.L118.00 m
MH-606
G.L118.90 m
I.L117.73 m
MH-607
G
.
L
1
1
8
.
7
0
m
I
.
L
1
1
7
.
4
4
m
MH-608
G.L118.43 m
I.L117.08 m
MH-609
G.L118.55 m
I.L117.12 m
MH-610
G.L118.50 m
I.L117.16 m
MH-611
G.L118.52 m
I.L117.22 m
MH-612
G.L120.85 m
I.L118.75 m
MH-613
G.L119.95 m
I.L118.30 m
MH-614
G.L119.49 m
I.L118.04 m
MH-615
G.L119.23 m
I.L117.61 m
MH-616
G.L118.80 m
I.L117.32 m
MH-617
G.L120.83 m
I.L119.63 m
MH-618
G.L120.71 m
I.L119.52 m
MH-620
G.L120.53 m
I.L119.31 m
MH-621
G.L120.36 m
I.L119.14 m
MH-622
G.L120.18 m
I.L118.93 m
MH-623
G.L119.95 m
I.L118.67 m
MH-624
G.L115.01 m
I.L113.43 m
M
H
-
6
2
5
G
.
L
1
2
0
.
1
6
m
I
.
L
1
1
9
.
0
6
m
M
H
-
6
2
6
G
.
L
1
2
0
.
9
9
m
I
.
L
1
1
9
.
1
3
m
M
H
-
6
2
7
G
.
L
1
2
1
.
4
0
m
I
.
L
1
2
0
.
1
6
m
M
H
-
6
2
8
G
.
L
1
2
1
.
5
8
m
I
.
L
1
2
0
.
1
3
m
M
H
-
6
2
9
G
.
L
1
2
1
.
5
6
m
I
.
L
1
2
0
.
1
0
m
M
H
-
6
3
0
G
.
L
1
2
1
.
4
5
m
I
.
L
1
1
9
.
8
6
m
MH-654
G.L118.19 m
I.L113.30 m
MH-655
G.L118.20 m
I.L113.27 m
MH-656
G.L118.17 m
I.L113.36 m
Pumping Station 4
12
34
56
78
910
11
12
A
BCDEFGHI
J
KLMNOP
13
14
15
16
17
18
19
20
21
22
23
QRST
U
VW
24
25
26
27
28
29
30
31
32
XYZ
AA
AB
AC
AD
AE
AF
AG
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47 REV SCALE DATE DRAWN.
BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 2018/09/24 D.RAM SV/KMM NNK/KR GB SH
PAPER SIZE A0 SIGN→DRG.NO JAJMAU/RAW/GRAVITY/REV-0 SHEET - OF 01
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
TITLE PROPOSED RAW EFFLUENT (GRAVITY - LINE)NODAL DIAGRAMCLIENT NATIONAL MISSION CLEAN GANGA - NEW DELHIPROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
REV DESCRIPTION DATE DRAWN.BY GEN.BY APPD.BY
twic
01
DISCHARGE
SITE
CHHATRI
PS3
Chaudhary
Hospital
1
5
0
f
t
.
W
i
d
e
R
o
a
d
Sir Sayyed
School
Moti Nagar
Petrol
Pump
Rider
House
Sir Sayyed
School
Tel Mill
Chauraha
Sulabh
Sauchalya
T
o
C
i
r
c
u
i
t
H
o
u
s
e
O
l
d
J
a
j
m
a
u
R
o
a
d
Saste Galle Ki Dukan
Shiv Mandir
Dr. B R Ambedkar Chauraha
L
u
c
k
n
o
w
B
y
e
p
a
s
s
R
o
a
d
S
h
e
e
t
l
a
B
a
z
a
r
R
o
a
d
Idgah
Chauraha
Dharam Kanta
Dada Miyan Ki
Mazar
Police Chowki
Ganga
World
School
Overhead
Tank
Dharam Kanta
Haddi Mill
Chauraha
Sanjay Nagar
Treatment
Plant
Site
W
a
jid
p
u
r N
a
la
R
i
v
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r
G
a
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a
R
i
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G
a
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g
a
R
i
v
e
r
G
a
n
g
a
Zone-2
Zone-3
Zone-2
Zone-4
N
a
l
a
N
a
la
N
a
l
a
ESIC Hospital
Tanneries in jajmau, Kanpur, Uttar Pradesh.
Asharfabad
S
e
c
t
o
r
-
1
I
n
d
u
s
t
r
i
a
l
T
o
w
n
Gajju Purwa
S
e
c
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-
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i
a
l
T
o
w
n
T
a
n
n
e
r
y
T
o
w
n
Gaushala
K D A Colony
J K Puri
Mandir
E+10
650
E+10
900
E+11
150
E+11
400
E+11
650
E+11
900
E+12
150
E+12
400
E+12
650
E+12
900
E+13
150
E+13
400
E+13
650
N+11850
N+12100
N+12350
N+12600
N+12850
N+13100
N+13350
N+13600
N+13850
N+14100
N+14350
N+14600
N+14850
N+15100
N+15350
N+15600
E+10
650
E+10
900
E+11
150
E+11
400
E+11
650
E+11
900
E+12
150
E+12
400
E+12
650
E+12
900
E+13
150
E+13
400
E+13
650
E+13
900
E+14
150
N+11600
N+11850
N+12100
N+12350
N+12600
N+12850
N+13100
N+13350
N+13600
N+13850
N+14100
N+14350
N+14600
N+14850
N+15100
N+15350
N+15600
N+15850
N+11100
CULVERT
CULVERT
CULVERT
Petrol
Pump
SUMP
Zone-1
Chhabile Purwa
SUMP
P
S
-
3
SUMP
PS-4
SUMP
CETP - COLLECTION WELL
PJ-3
PJ-5
PJ-6
PJ-7
PJ-8
PJ-9
PJ-10
PJ-11
PJ-12
PJ-13
PJ-14
PJ-15
PJ-16
PJ-17
PJ-18
PJ-19
PJ-20
PJ-21
PJ-22
PJ-23
PJ-24
PJ-25
PJ-26
PJ-27
PJ-28
PJ-29
PJ-30
PJ-31
PJ-32
PJ-33
PJ-34
PJ-35
PJ-42
PJ-43
116.56 m
112.18 m
114.37 m
PS-2
12
34
56
78
910
11
12
A
BCDEFGHI
J
KLMNOP
13
14
15
16
17
18
19
20
21
22
23
QRST
U
VW
24
25
26
27
28
29
30
31
32
XYZ
AA
AB
AC
AD
AE
AF
AG
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47 REV SCALE DATE DRAWN.
BY GEN. BY REVED. BY APPD. BY ISSUED. BY0 NTS 2018/09/24 D.RAM SV/KMM NNK/KR GB SH
PAPER SIZE A0 SIGN→DRG.NO JAJMAU/RAW/PUMPING/REV-0 SHEET - OF 01
PROJECTDEVELOPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, No.86, FIRST FLOOR,MOUNT ROAD, GUINDY, CHENNAI - 600 032, TAMILNADU, INDIA.
TITLE PROPOSED RAW EFFLUENT (PUMPING - LINE)NODAL DIAGRAMCLIENT NATIONAL MISSION CLEAN GANGA - NEW DELHIPROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
REV DESCRIPTION DATE DRAWN.BY GEN.BY APPD.BY
twic
01
2.8
16.3
44.
5
20.6
18.8
6.2
3.8
7.5
7.2
7.5
PUMPING STATION - 2(SHEETALA BAZAR)
3.9
2.5
3.4
COLLECTIONSUMP (39.6cu.m)
PANELROOM
DGROOM
VACANTLAND
(73.6 sq.m)
10.8
5.2
9
6
18.2
10.8
53.
556.
1
17.8
COLLECTIONSUMP (63.5 cu.m)
9.6
6.51
PUMPING STATION - 3(WAJIDPUR)
VACANT LAND(54 sq.m)
MANUAL BAR SCREEN
PANEL ROOM
DG ROOM
PUMPING STATIONS, JAJMAU CETP - KANPUR
6.6
14.7
4.9
4.2
18.4
3.6
2.2
PUMPING STATION - 4(BURIYAGHAT)
ROOM
2.1
4
5
COLLECTIONSUMP
(127.6 cu.m)
PANELROOM
BATHROOM
VACANTLAND
(73 sq.m)
DG ROOM
2.2
6.9
3.7
18.77 5
3.8
3.5
2.5
6.25
DG ROOMDG ROOM
PANELROOM
COLLECTIONSUMP (49 cu.m)
TEMPLE
2
4.9
VACANT LAND(84 sq.m)8
10.5
VACANT LAND(38 sq.m)
BACKPRESSURE
RELIEFTANK
PUMPING STATION - 1(CHABILEPURWA)
List of drawings for Component ‐ C
1. COMMON CHROME RECOVERY PLANT ‐ LAYOUT(GFL)
2. COMMON CHROME RECOVERY PLANT ‐ LAYOUT(FFL)
3. COMMON CHROME RECOVERY PLANT ‐ SECTION VIEW
CHROMIUM HYDROXIDE CAKE
COLLECTION AREA
PACKING AREA
STORE
14 7 28 4.8
55
COLLECTION TANK FOR
SUPERNATANT TANK
(CAPACITY - 150 cu.m)
COLLECTION TANK
(CAPACITY - 150 cu.m)
COLLECTION TANK
(CAPACITY - 150 cu.m)
COLLECTION TANK
(CAPACITY - 150 cu.m)
COLLECTION TANK
(CAPACITY - 150 cu.m)
18
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
PROJECTTANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECT
DEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, FIRST FLOOR,No.86, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE
COMMON CHROME RECOVERY PLANT - LAYOUT(GFL)(300 cu.m x 2 Nos.)
DRG.NO TWIC/2016/UP/CCRP/01/REV-0 SHEET 01 OF 03
0 NTS 15/3/16
D.R NNK / KM KR GB SH
REV SCALE DATE
DRAWN.
BY
GEN. BY
REVED.B
Y
APPD.
BY
ISSUED
. BY
A
A
01 01 01 01 01 01
01 01 01 01 01 01
02 02 02
04 04 04
03 03
03 03
04 04
02 0202
LEGEND
Tag.No.
DESCRIPTION
1 REACTOR WITH STIRRER ASSEMBLY
2 CHROMIUM HYDROXIDE TANK WITH STIRRER ASSEMBLY
3 CHROME LIQUOR TRANSFER PUMP
4 CHROME SLURRY PUMP
REFERENCE DRAWING NO.
TWIC/2016/UP/CCRP/01-REV-O (SHEET 3 OF 3)
NOTE : ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE SPECIFIED
FILTER PRESS BUILDING
MCC ROOM
STORE
14 7 28 4.8
55
18
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
PROJECTTANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECT
DEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, FIRST FLOOR,No.86, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE
COMMON CHROME RECOVERY PLANT - LAYOUT(FFL)(300 cu.m x 2 Nos.)
DRG.NO TWIC/2016/UP/CCRP/01/REV-0 SHEET 03 OF 03
0 NTS 15/3/16
D.R NNK / KM KR GB SH
REV SCALE DATE
DRAWN.
BY
GEN. BY
REVED.B
Y
APPD.
BY
ISSUED
. BY
01 01 01 01 01 01
01 01 01 01 01 01
02 02 02
04 04 04
03 03
03 03
04 04
02 0202
LEGEND
Tag.No.
DESCRIPTION
1 REACTOR WITH STIRRER ASSEMBLY
2
CHROMIUM HYDROXIDE TANK WITH STIRRER
ASSEMBLY
3 CHROME LIQUOR TRANSFER PUMP
4 CHROME SLURRY PUMP
5
MgO PREPARATION TANK WITH STIRRER ASSEMBLY.
6 FILTER PRESS
7 FILTER PRESS FEED TANK
8 FILTER PRESS FEED PUMP
08 08 08
08
07 07 07 07
06 06 06 06
05 05 05 05 05
05 05 05 05 05
NOTE : ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE SPECIFIED
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
PROJECTTANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECT
DEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING, FIRST FLOOR,No.86, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE COMMON CHROME RECOVERY PLANT - SECTION VIEW
DRG.NO TWIC/2016/UP/CCRP/01/REV-0 SHEET 03 OF 03
0 NTS 15/3/16
D.R NNK / KM KR GB SH
REV SCALE DATE
DRAWN.
BY
GEN. BY
REVED.B
Y
APPD.
BY
ISSUED
. BY
108.50
108.50
100.50
100.20
100.00
PLAT FORM
REACTOR
WITH STIRRER
ASSEMBLY
REACTOR
WITH STIRRER
ASSEMBLY
CHROMIUM
HYDROXIDE TANK
WITH STIRRER
ASSEMBLY
CHROMIUM
HYDROXIDE TANK
WITH STIRRER
ASSEMBLY
REFERENCE DRAWING NO.
TWIC/2016/UP/CCRP/01-REV-O (SHEET 1 OF 3)
SECTION A - A
NOTE : ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE SPECIFIED
List of drawings for Component ‐ D
1. PROCESS AND INSTRUMENTATION DIAGRAM
RAW EFFLUENT FROMTANNERY INDUSTRIES AUTOMATED
STEPPED COARSESCREEN
AUTOMATEDSTEPPED COARSE
SCREEN COLLECTION WELL
SP
NRV
BFV
PG
NV
NV
BFV
SP
NRV
BFV
PG
NV
NV
BFV
AUTOMATED ROTARYDRUM FINE SCREEN
AUTOMATED ROTARYDRUM FINE SCREEN
GRID CHAMBER
GRID CHAMBER PRE SETTLING TANK
PRE SETTLING TANK
FLOW MAKER FLOW JETSHT FLASH MIXER FEED TANK
FLASH MIXER - I FLASH MIXER - II
LIME DOSING ALUM DOSING
TORQS
TORQT
M
PLC
PRIMARY CLARIFIER / CLARIFLOCCULATOR
FROM FLASHMIXER - II
POLY DOSING
SULPHIDE OXIDATION TANK - 1(PRE AERATION TANK)
LT LDO
SULPHIDE OXIDATION TANK - 2(PRE AERATION TANK)
LT LDO
ANOXIC TANKDBT 1 FOR BIOT (AERATION
TANK)
LT LDO TORQS
TORQT
M
PLC
BIOT - I (AERATION TANK)SECONDARY CLARIFIER - I
FROM SECONDARYCLARIFIER - I
TODBT - II
TORQS
TORQT
M
PLC
REACTOR CLARIFIER
LIME DOSINGSODA ASH DOSING
TOCOMMON
SLUDGEHOLDING
TANK
TOCOMMON
SLUDGEHOLDING
TANK
TOCOMMONSLUDGE
HOLDINGTANK
SECONDARY CLARIFIERI SLUDGE RE
CIRCULATION LINE
TOCOMMONSLUDGE
HOLDINGTANK
TO BIOT DBT - I
SP
NRV
PG
NV
NV
SP
NRV
PG
NV
NV
SP
NRV
PG
NV
NV
SP
NRV
PG
NV
NV
SP
NRV
PG
NV
NV
SP
NRV
PG
NV
NV
SP
NRV
PG
NV
NV
SP
NRV
PG
NV
NV
TOCOMMONSLUDGE
HOLDINGTANK
SP
NRV
PG
NV
NV
SP
NRV
PG
NV
NV
QF FEED TANK
NRV
BFV
PG
NRV
BFV
PG
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
01
PRE TREATMENT SYSTEM
PRE TREATMENT SECTION
AIR BLOWER
FROM PRE SETTLER
FROM PRIMARYCLARIFIER
FROM SECONDARYCLARIFIER - I
FROM SECONDARYCLARIFIER - II
FROM REACTORCLARIFIER
SP
NRV
BFV
PG
NV
NV
BFV
SP
NRV
BFV
PG
NV
NV
BFV
CHEMICAL SLUDGE HOLDING TANK SLUDGE THICKENER
SLUDGE THICKENER
SP
NRV
PG
NV
NV GV
GV
SP
NRV
PG
NV
NV
GV
GV
SP
NRV
PG
NV
NV
GV
GV
SP
NRV
PG
NV
NV GV
GV
LIST OF COMPONENTSS.No DESCRIPTION SIZE/CAPACITY QTY
1 COLLECTION WELL 2.3m Øx 1.5m H - 6.2cu.m 12 RAW EFFLUENT TRANSFER PUMP 25 cu.m/hr @12.5 m Head 23 PRESETTLING TANK 4.6 m Ø x 1.5m Ht - 25cu.m 24 SLUDGE WITHDRAWAL PUMP 3 cu.m/hr 25 STORAGE AND HOMOGENIZING TANK 200 cu.m 16 RAW EFFLUENT TRANSFER PUMP 9 cu.m/hr @ 12.5m head 27 FLASH MIXER -1 0.7cu.m 18 LIME DOSING TANK 5cu.m 19 FLASH MIXER -2 0.7cu.m 1
10 ALUM DOSING TANK 2cu.m 111 PRIMARY CLARIFIER/CLARIFLOCCULATOR 3.5 m Ø x 3.0m Ht 112 SLUDGE WITHDRAWAL PUMP 3 cu.m/hr @ 30m head 2
13 PRE AERATION TANK /SULPHATE OXIDATIONTANK - I 70cu.m 1
14 PRE AERATION TANK /SULPHATE OXIDATIONTANK - II 9cu.m 1
15 DISTRIBUTION TANK FOR AERATION TANK 4.5cu.m 116 ANOXIC TANK 85cu.m 117 AERATION TANK - I 400 cu.m 1
LIST OF COMPONENTSS.No DESCRIPTION SIZE/CAPACITY QTY18 SECONDARY CLARIFIER - I 4.6 m Ø x 3.0m Ht - 50cu.m 119 SLUDGE RE CIRCULATION PUMP - I 9 cu.m/hr 120 AERATION TANK - II 400 cu.m 121 SECONDARY CLARIFIER - II 4.6 m Ø x 3.0m Ht - 50cu.m 122 SLUDGE RE CIRCULATION PUMP - II 9 cu.m/hr 223 REACTOR CLARIFIER 3.5 m Ø x 3 Ht - 29 cu.m 124 CHEMICAL SLUDGE HOLDING TANK 4cu.m 125 THICKENER FEED PUMP 1 cu.m/hr 226 SLUDGE THICKENER (BIO) 2 m Ø x 2.5m Ht - 7.9cu.m 127 SLUDGE THICKENER (CHEMICAL) 2.7 m Ø x 2.5m Ht - 14cu.m 127 FILTER PRESS (BIO) 128 FILTER PRESS (CHEMICAL) 128 FILTER PRESS FEED PUMP(BIO) 1 cu.m/hr @ 150m head 129 FILTER PRESS FEED PUMP (CHEMICAL) 1 cu.m/hr @ 150m head 129 AIR BLOWER FOR PRE AERATION TANK - I 230 AIR BLOWER FOR PRE AERATION TANK - II 231 AIR BLOWER FOR AERATION TANK - I 232 AIR BLOWER FOR AERATION TANK - II 2
FILTER PRESS
FILTER PRESS
FILTER PRESS FEED PUMP
FILTER PRESS FEED PUMP
(CHEMICAL)
(BIO)
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
DBT 1 FOR BIOT (AERATIONTANK)
LT LDOTORQS
TORQT
M
PLC
BIOT - II (AERATION TANK) SECONDARY CLARIFIER - II
TODBT - II
TOCOMMONSLUDGE
HOLDINGTANK
TO BIOT DBT - II
SP
NRV
PG
NV
NV
SP
NRV
PG
NV
NV
SECONDARY CLARIFIERII SLUDGE RE
CIRCULATION LINE
TO PRE-AERATIONTANK - I
NRV
BFV
PG
NRV
BFV
PG
AIR BLOWER
TO PRE-AERATIONTANK - II
NRV
BFV
PG
NRV
BFV
PG
AIR BLOWER
TO AERATIONTANK - I
NRV
BFV
PG
NRV
BFV
PG
AIR BLOWER
TO AERATIONTANK - II
FROM REACTORCLARIFIER
QF BACKWASH BLOWER
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
D
TU
HCL Dosingpump
NaOH Dosingpump
HCL
NaOCLNaOH
ABF
D
DPT
Stat
ic m
ixer FM FIAI
FIT
PHIC
AIPHIT
NV
PGPSDIPA
L
FMFI AI FIT
LT
NF FEED TANK
HYPO Dosingpump
UF BACKWASHPUMP
UF CIP PUMPUF CIP TANK WITH AGITATOR
NV
NRV
BFV
BFV
PG
NV
NRV
BFV
BFV
PG
NRV
BFV
BFV
NV
PG NRV
BFV
BFV
NV
PG
TWST /QUARTZ FILTER FEED TANK
LT PG
NV
NRV
BFV
BFV
PG
NV
NRV
BFV
BFV
AIR COMPRESSOR
LIST OF COMPONENTS
S.No DESCRIPTION SIZE/CAPACITY QTY
1 QUARTZ FILTER 1.0m Ø X 1.0m 1
2 QUARTZ FILTER FEED TANK 20cu.m 1
3 QUARTZ FILTER FEED PUMP 10 cu.m/h 2
4 QUARTZ FILTER BACKWASH PUMP 15 cu.m/h @ 30m head 2
5 QUARTZ FILTER BACKWASH BLOWER 50 m3 2
QUARTZ FILTERFEED PUMP
PIT
ABF
UF
INLE
T
UF OUTLET
UF REJECT
AV-B
FV
FM
FIT
AI
FI BFV
FM
FIT
AI
FI
AV-BV
CIP
INLE
T
BFV
BFV
UFM
-1
AV-B
V
BFV
DPT
AV-B
FV
D
AV-B
FV
D
AV-B
FV
PG
BFV BFV
BFV
D
D
AV-B
FVAV
-BFV
AV-B
FV
AV-B
FV AV-B
FV
PITD
PIT
NV
NV PG
NV
NV
NV
FITAIFI FM
UFM
-77
LIST OF COMPONENTSS.No DESCRIPTION SIZE/CAPACITY QTY
1 UF FEED TANK 10 cu.m 12 UF FEED PUMP 17 cu.m/ H @ 30m head 23 UF BACKWASH PUMP 20 cu.m/ H @ 30m head 24 CIP TANK 0.5 cu.m 15 UF CIP PUMP 22 cu.m/ H @ 30m head 36 UF SKID 17 UF MEMBRANE / SKID 3
LT
UF FEED TANK
UF FEEDPUMP
NV
NRV
BFV
BFV
PG
NV
NRV
BFV
BFV
PG
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
02
QF,UF,NF SYSTEM
NRV
BFV
BFV
NV
PG
PHTU
SDI TU
PH
QUARTZ FILTER SYSTEM
UF SYSTEM
QF B/WPUMP
NV
NRV
BFV
BFV
PG
NV
NRV
BFV
BFV
PG
NV
BFV
NRV
PG
ULTRA FILTRATION
NV
BFV
NRV
PG
BACKWASHQF OUTLET
QF INLET
QUARTZ FILTER - 01
NVBFV BFV
AV-B
V
BV
QF
OU
TLET
QF
INLE
T
DPT
AV-B
FV AV-B
FV
PG
BFV
BFV BFVPG
AV-B
FV
AV-B
FV
DD
AV-B
FVAV
-BFV
D
D
FM FIAI
FIT
NF
FEED
TAN
K
TO HIGH PRESSURE PUMPS
STATIC MIXER
NF FEED TANK
FROM UF PERMEATE
NV
NRV
BFV
BFV
PG
NV
NRV
BFV
BFV
PG
HCL DOSING
ANTISCALANT DOSING SYSTEM
CARTRIDGE FILTER FEED PUMP
LT
FM FIAI
FIT
pHT
pHS
ORP
LIST OF COMPONENTS
S.No DESCRIPTION SIZE/CAPACITY QTY
1 NF FEED TANK 20 cu.m 1
2 NF FEED PUMP 10 cu.m / hr @ 30m head 2
FM FIAI
FIT
NF SYSTEMBF
V
NV
NV
NV
BFV
NV
PG
PG
BFV
NV
NV
NV
BFV
NV
PG
PG
SMBS DOSING
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
03
NF & RO SYSTEM
NF SYSTEM
LIST OF COMPONENTS
S.No DESCRIPTION SIZE/CAPACITY QTY
1 CARTIDGE FILTER FOR CIP 2
2 NF HIGH PRESSURE PUMPS 11.3 cu.m@ 88m head 1
D
PI
FRO
M M
CF
CIP-
INAV
-BFV
DPIS CIP-OUT
DPAH
D
PI
D
PI
D
PI
D
PI
D
PI
AV-BFV
PG
PI
AV-BFV
PG
DPAH
DPISFI
D
PI
CSCTCTAH
FM
CIP-IN DPAH
DPIS FI
D
CIP-IN CIP-OUT
CIP-OUT
CIP-OUTCIP-IN
DPAH
DPIS
D
PI
FI
D
FI
D
PI
PGERT
CIP-OUTFM
FM
LPS HPS
VFD
BFV HPP NRV BFV
FM
D
TO RO FEEDFMCSCT
CTAH
pHSpHT
pHI
BFV
NRV
BFV
PGPI
BFV
NRV
BFV
PGPI
M
IL
LALLAHLT
M
IL
NF TRANSFER PUMPS
NF WATER STORAGE TANK
NF REJECT TRANSFER PUMPS
NF REJECT WATER HOLDING TANK
BFV
NRV
BFV
PGPI
BFV
NRV
BFV
PGPI
M
IL
LALLAHLT
M
REJECT WATERFMCSCT
CTAH
pHSpHT
pHI
IL
CIP-OUT
CIP-OUT
D
PI
D
PI
D
D
CHEMICAL CLEANING SYSTEM
CC-DIST.
CATRIDGEFILTERS
CHEMICALCLEANING
PUMPS
CHEMICALCLEANING
TANK
PG
PI
M
PG
PI
M
D
LS
D
LI
IL
FROMFYPHFICFTFS
D
PI
D
PI
D
D
NF
NF
NF
NF
LIST OF COMPONENTS
S.No DESCRIPTION SIZE/CAPACITY QTY
1 RO MCF FEED PUMPS 8 cu.m / hr 2
2 RO FEED TANK 16 cu.m 1
RO SYSTEM
TO HIGH PRESSURE PUMPS
STATIC MIXER
HCL DOSINGANTISCALANT DOSING SYSTEM
pHT
pHS
ORP
BFV
NV
NV
NV
BFV
NV
PG
PG
BFV
NV
NV
NV
BFV
NV
PG
PG
SMBS DOSING
FRO
M R
O F
EED
PUM
P
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
04
RO SYSTEM
RO SYSTEM
LIST OF COMPONENTS
S.No DESCRIPTION SIZE/CAPACITY QTY
1 RO HIGH PRESSURE PUMPS 8 cu.m@ 215m head 4
2 RECOVERED WATER STORAGE TANK 140cu.m 1
3 RECOVERED WATER TRANSFER PUMP 13 cu.m @40m head 4
D
PI
FRO
M M
CF
CIP-
INAV
-BFV
DPIS CIP-OUT
DPAH
D
PI
D
PI
D
PI
D
PI
D
PI
AV-BFV
PG
PI
AV-BFV
PG
DPAH
DPISFI
D
PI
CSCTCTAH
FM
CIP-IN DPAH
DPIS FI
D
CIP-IN CIP-OUT
CIP-OUT
CIP-OUTCIP-IN
DPAH
DPIS
D
PI
FI
D
FI
D
PI
PGERT
CIP-OUTFM
FM
LPS HPS
VFD
BFV HPP NRV BFV
FM
VENT
DEGASSERTOWER
D
D
PGNV
NRV
BFV
PGNV
NRV
BFV
D
PI
PRODUCTWATERFM
CSCT
CTAH
pHSpHT
pHI
BFV
NRV
BFV
PGPI
BFV
NRV
BFV
PGPI
M
IL
LALLAHLT
M
IL
COMMON RECOVEREDWATER TRANSFER PUMPSCOMMON RECOVERED WATER STORAGE
TANK
DTRO FORWARDING PUMP
HPPTRO FEED TANK - CHLORIDE
BFV
NRV
BFV
PGPI
BFV
NRV
BFV
PGPI
M
IL
LALLAHLT
M
HPPTROFMCSCT
CTAH
pHSpHT
pHI
IL
CIP-OUT
CIP-OUT
D
PI
D
PI
D
D
CHEMICAL CLEANING SYSTEM
CC-DIST.
CATRIDGEFILTERS
CHEMICALCLEANING
PUMPS
CHEMICALCLEANING
TANK
PG
PI
M
PG
PI
M
D
LS
D
LI
IL
FROMFYPHFICFTFS
D
PI
D
PI
D
D
RO
RO
RO
RO
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
FALLING FILM FEED(SULPHATE STREAM)
HCL DOSINGANTISCALANTSMBS DOSING
FM FIAI
FIT
SM
HPRO REJECTTANK
FALLINGFLIM FEED
PUMP
LT
FALLING FILM FEED(CHLORIDE STREAM)
HPRO
HPRO
CIP
INLE
T
AV-BFV
FI
AI
FIT
FM
ORPICORPA
AI
ORPIT
ORP
CICCAAI
CITCT
AV-BFV
D
PG SDI
PALDIPS
PALDIPSPG PG
PHICPHA
AIPHIT
HIGH PRESSUREPUMP
BFVNRVNV NV
PGNV NV NV NV
AV-BFVMCF-AD
BVPG
D
BVBFV
PITPG
FI
AI
FIT
FM
BFVNRV
AV-BFV
CIP OU
TLET
D
D
BFV
D
BFVMCF
PHIC AIPHITFI
AIFITFM
LT
BVBV
BV
HPRO CIPTANK
HPROCIP
PUMP
PERMEATEWATER
AV-BFV
AV-BFVAV-BFV
D
TO R
O P
ERM
EATE
PG
NV
NRV
BFV
BFV
PG
NV
NRV
BFV
BFV
PG
PG
NV
NRV
BFV
BFV
PG
NV
NRV
BFV
BFV
PG
ERT
FM FIAI
FIT
FM FIAI
FIT
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
05
HPPTRO STREAM
FIAI
FITFM
HPRO SYSTEM - CHLORIDE
LIST OF COMPONENTS
S.No DESCRIPTION SIZE/CAPACITY QTY
1 HPRO FEED TANK - CHLORIDE 7 cu.m 1
2 HPRO FEED PUMP - CHLORIDE 3.5 cu.m/hr 2
LIST OF COMPONENTS
S.No DESCRIPTION SIZE/CAPACITY QTY
1 HPRO FEED TANK - SULPHATE 4 cu.m 1
2 HPRO FEED PUMP - SULPHATE 2 cu.m/hr 2
FRO
M D
TRO
FEE
D PU
MP
HCL DOSINGANTISCALANTSMBS DOSING
FM FIAI
FIT
SM
HPRO REJECTTANK
FALLINGFLIM FEED
PUMP
LT
HPRO
HPRO
CIP
INLE
T
AV-BFV
FI
AI
FIT
FM
ORPICORPA
AI
ORPITORP
CICCAAI
CITCT
AV-BFV
D
PG SDI
PALDIPS
PALDIPSPG PG
PHICPHA
AIPHIT
HIGH PRESSUREPUMP
BFVNRVNV NV
PGNV NV NV NV
AV-BFVMCF-AD
BVPG
D
BVBFV
PITPG
FI
AI
FIT
FM
BFVNRV
AV-BFV
CIP OU
TLET
D
D
BFV
D
BFVMCF
PHIC AIPHITFI
AIFITFM
LT
BVBV
BV
HPRO CIPTANK
HPROCIP
PUMP
PERMEATEWATER
AV-BFV
AV-BFVAV-BFV
D
TO R
O P
ERM
EATE
PG
NV
NRV
BFV
BFV
PG
NV
NRV
BFV
BFV
PG
PG
NV
NRV
BFV
BFV
PG
NVN
RVBF
VBF
V
PG
ERT
FM FIAI
FIT
FM FIAI
FIT
FIAI
FITFM
HPRO SYSTEM - SULPHATE
FRO
M D
TRO
FEE
D PU
MP
CONDENSATE OUT
VACCUM
ATMBT
RT
T.P. CONDENSATEPUMP
FEEDPUMP PUMP
T.P.
STEAM INLET
CP
FEED
C.W. IN
LET
C.W. O
UTLET
NON CONDENSIBLE HEADERVent
TVR
T.P. T.P.
SG5
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
R.P.
C
VS
P
SVS
TG VG
SG
D
R.P.
C
VS
P
SVS2
TG VG
D
SG
R.P.
C
VS
P
SVS2
TG VG
D
SG
R.P.
C
VS
P
SVS2
TG VG
D
SG
T.P. R.P.
C
VS
P
SVS2
TG VG
D
SGSU
RFACE CON
DENSER
FFE REJECT TOFCE FEED TANK
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
06
MEE(FFE) - CHLORIDE STREAM
MEE SYSTEM (FFE - CHLORIDE)LIST OF COMPONENTS
S.No DESCRIPTION SIZE/CAPACITY QTY
1 MEE INFLOW - CHLORIDE 28 cu.m / day 1
HPRO REJECT( CHLORIDE STREAM)
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
RP
STEAM INLET
CONDENSATE OUT
VACCUM
ATM
BT
FEEDPUMP PUMP
TP
CP
RPCP
ELE @ 0.0 Mtr.
ELE @ XX Mtr.
RT
VENT
SG
SG
SG
SG
ST
FFE REJECTTANK / FCE
RT
CP
SG
TVR
NON CONDESIBLE HEADER
SG
CT
CT
CT BASINPUMP
P
CTG VG
VS
P
CTG VG
VS
P
CTG VG
VS
TPRP
SG
C.W. O
UTLET
SURFACE CO
NDEN
SERC.W
. INLET
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
07
MEE(FCE) - CHLORIDE STREAM
MEE SYSTEM (FCE - CHLORIDE)
FEED TANK
CENTRIFUGE
CHLORIDE SALT
ML TO ATFD (CHLORIDE STREAM)
CONDENSATE OUT
VACCUM
ATMBT
RT
T.P. CONDENSATEPUMP
FEEDPUMP PUMP
T.P.
STEAM INLET
CP
FEED
NON CONDENSIBLE HEADERVent
TVR
T.P. T.P.
SG5
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
R.P.
C
VS
P
SVS
TG VG
SG
D
R.P.
C
VS
P
SVS2
TG VG
D
SG
R.P.
C
VS
P
SVS2
TG VG
D
SG
R.P.
C
VS
P
SVS2
TG VG
D
SG
T.P. R.P.
C
VS
P
SVS2
TG VG
D
SGC.W
. OU
TLET
SURFACE CO
NDEN
SERC.W
. INLET
FFE REJECT TO FCEFEED TANK
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
08
MEE(FFE) - SULPHATE STREAM
MEE SYSTEM (FFE - SULPHATE)
HPROREJECT TANK
HPRO REJECT( SULPHATE STREAM)
RP
STEAM INLET
CONDENSATE OUT
VACCUM
ATM
BT
FEEDPUMP PUMP
TP
CP
RPCP
ELE @ 0.0 Mtr.
ELE @ XX Mtr.
RT
VENT
SG
SG
SG
ST
FFE REJECTTANK
RT
CP
SG
TVR
NON CONDESIBLE HEADER
SG
CT
CT
CT BASINPUMP
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
P
CTG VG
VS
P
CTG VG
VS
P
CTG VG
VS
TPRP
SG
SG
C.W. O
UTLET
SURFACE CO
NDEN
SERC.W
. INLET
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
09
MEE(FCE) - SULPHATE STREAM
MEE SYSTEM (FCE - SULPHATE)
TO CRYSTALLIZER FEED TANK(SULPHATE STREAM)
/ FCE FEED TANK
LIST OF COMPONENTS
S.No DESCRIPTION SIZE/CAPACITY QTY
1 MEE INFLOW - SULPHATE 14 cu.m / day 1
P1
T1
P1
T1
P1
TI
SALT OUTLET LINE
EQUIPMENTS LIST
S:NO EQUIPMENT NAME TAG NAME QUANTITY MOC
1 CRYSTALLIZER CS 1NO MS-RL
2 PRIMARY CONDENSER PC 2NOS MS
3 SECONDARY CONDENSER SCO 1NO MS
4 X-STAGE BOOSTER XBE 2NOS
MS
5 Y-STAGE EJECTOR YSE 1NO MS
6 Z-STAGE EJECTOR ZSE 1NO MS
7 HOT WELL TANK HT 1NOMS - FRB
8 SETTLING TANK ST 1NOMS - FRB
cooling water inline 32°C
cooling water inline 32°C
cooling water inline 32°C
MOTIVE STEAM PRESS-6 KF/CM2 (G) REQD. AT THEINJECTION POINT OF BOOSTERS & EJECTORS
CRYSTALLIZER
ML COLLECTION TANK
FEED PUMP
CRYSTALLIZER FEED TANK
STEAM INLET
FEED ROTAMETER
CRYSTALLIZER
VAPOR OUTLETVAPOR OUTLET
PR
IM
AR
Y
CO
ND
EN
SE
R
PR
IM
AR
Y
CO
ND
EN
SE
R
SE
CO
ND
AR
Y
CO
ND
EN
SE
R
EJE
CT
OR
EJE
CT
OR
Na
SO
4 O
UT
LE
T
SS
F
EE
D L
IN
E
HOT WELL 38°C
HOT WATER TO
COOLING TOWER
SETTLING TANK
TO DRAIN
CENTRIFUGE
GLAUBER'S SALT FOR RE-USEMOTHER LIQUOR TO ATFD
SULPHATE STREAM
CAPACITY - 110 cu.m/H
STRAINER FOOT
VALVE
COOLING
TOWER
WATER HEADER
CONDENSER
WATER PUMP
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
DT
O D
RA
IN
M.S
S
TE
AM
L
IN
E
M.S
S
TE
AM
L
IN
E
M.S
S
TE
AM
L
IN
E
M.S
S
TE
AM
L
IN
E
STEAM INLET
STEAM INLET
STEAM INLET
STEAM INLET
WA
TE
R L
IN
E
WA
TE
R L
IN
E
WA
TE
R L
IN
E
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
10
MEE CRYSTALLIZER(SULPHATE)
CRYSTALLIZER - (SULPHATE)
ML FROM PUSHER CENTRIFUGE
5LN3
5LN1A 5L
N1A
D
BV MHS
XRSTATUS
BV
FL
STEAM SUPPLY FROM HEADER
BV
FL
M HS
XRSTATUS
GB
25/51N3A
25/51N3B
25N4A
25N4B
25N4C
MIXED SALT (CHLORIDE)
ATFD FEED TANK
25 X 21
ATFD FEEDPUMP
AGITATED THIN FILMDRYER
411 N1
BV
C.W.SUPPLY FROM HEADER
GV GV CONDENSATE OUT TO STORAGE TANK
M HS
XRSTATUS
GV
BV
M HS
XRSTATUS
BV
VG
TO ATMOSPHERE
25N5B
25N5A
25N5C
25 X 41
151N2
H 40
41N3
61B1
151N1
25N4
150N2 25
N3
TG VG
CONDENSATE OUT TO STORAGE TANK
ATFD CONT. PUMP ATFD BLOWER
C.W.RETURN TO HEADER
VAPOR SEPARATOR ATFD CONDENSER
ATFD POT
25N3
41N2
41N1
20N4
20N5
BV
VG
25N7
151N3
25N5
50N6
100N2
100 X 80
100N1
40N4
80 X 100
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
11
ATFD - CHLORIDE STREAM
ATFD SYSTEM - CHLORIDE
5LN3
5LN1A 5L
N1A
D
BV MHS
XRSTATUS
BV
FL
STEAM SUPPLY FROM HEADER
BV
FL
M HS
XRSTATUS
GB
25/51N3A
25/51N3B
25N4A
25N4B
25N4C
SALT OUTLET
ATFD FEED TANK
25 X 21
ATFD FEEDPUMP
AGITATED THIN FILMDRYER
411 N1
BV
C.W.SUPPLY FROM HEADER
GV GV CONDENSATE OUT TO STORAGE TANK
M HS
XRSTATUS
GV
BV
M HS
XRSTATUS
BV
VG
TO ATMOSPHERE
25N5B
25N5A
25N5C
25 X 41
151N2
H 40
41N3
61B1
151N1
25N4
150N2 25
N3
TG VG
CONDENSATE OUT TO STORAGE TANK
ATFD CONT. PUMP ATFD BLOWER
C.W.RETURN TO HEADER
VAPOR SEPARATOR ATFD CONDENSER
ATFD POT
25N3
41N2
41N1
20N4
20N5
BV
VG
25N7
151N3
25N5
50N6
100N2
100 X 80
100N140
N4
80 X 100
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
12
ATFD - SULPHATE STREAM
ATFD SYSTEM - SULPHATE
ML FROM PUSHER CENTRIFUGE
CONDENSATE STORAGE TANK
LT
PRESSURE GAUGE
PRESSURE SWITCH
CONDUCTIVITY INDICATOR
LEVEL SWITCH
LEVEL TRANSMITTER
LEVEL GAUGE
DIFFERENTIAL PRESSURE
FLOW INDICATOR
pH INDICATOR
SLIT DENSITY INDICATOR
LUMINESCENT DISSOLVED OXYGEN
TEMPERATURE INDICATOR
OXYGEN REDUCTION POTENTIAL
TURBIDITY METER
SL.NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
SYMBOL DESCRIPTION
AV-BFV
AV-BV
AUTO BUTTERFLY VALVE
AUTO BALL VALVE
PS
DPT
DPT
D
STRAINER
PULSATION DAMPENER
PRESSURE RELIEF VALVE
AUTO BASKET FILTER
MICRON CARTRIDGE FILTER
CENTRIFUGAL PUMP
HIGH PRESSURE PUMP
DOSING PUMP
STATIC MIXER
DRAIN TO SHT
NEEDLE VALVE
NON RETURN VALVE
GATE VALVE
MANUAL BALL VALVE
MANUAL BUTTERFLY VALVE
NV
NRV
GV
BV
BFV
ST
PD
PRV
21
22
23
24
25
26
27
28
29
30
31
32
PEN STOCK
PGPS
CI
FM
LS
LT
LG
PHI
SDI
LDO
TI
TU
ORP
A
D
C
B
121110987654
G
F
E
H
121110987654
321
A
B
C
32
E
F
G
1
H
D
8
9
ABBREVIATIONWW - Waste waterMS - Medium pressure steamLS - Low pressure steamPC - Pure condensateIG - Inert gasCW - Cooling waterPP - PolypropyleneMS - Mild steelGI - Galvanized IronCS - Cast steelMS - Flow medium
PROJECT TANNERY WASTE MANAGEMENT AT JAJMAU, KANPUR
CLIENT NATIONAL MISSION FOR CLEAN GANGA - NEW DELHI
PROJECTDEVEOLPER
TAMILNADU WATER INVESTMENT COMPANY LIMITED.,POLY HOSE TOWERS, SPIC ANNEX BUILDING,No.86, FIRST FLOOR, MOUNT ROAD,GUINDY, CHENNAI - 600 032
TITLE ZLD PILOT PLANT P&ID FOR
DRG.NO TWIC/2018/UP/PILOT.P&ID/01/REV-0 SHEET OF 13
0 NTS 10.8.18DR NNK KR GB SH
REV SCALE DATE DRAWN.BY GEN. BY REVED.BY APPD.
BY ISSUED. BY
twic
13
CHEMICAL DOSING SYSTEMS
CHEMICAL DOSING SYSTEMS
FALSH MIXER 1DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
LIME DOSING PUMPLIME DOSING TANK
PTLT
LG
BV
BVPG
NV
NRV
BFV
FALSH MIXER 2DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
ALUM DOSING PUMPALUM DOSING TANK
PTLT
LG
BV
BVPG
NV
NRV
BFV
DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
POLY DOSING PUMPPOLY DOSING TANK
PTLT
LG
BV
BVPG
NV
NRV
BFV
CLARIFLOCCULATOR
DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
LIME DOSING PUMPLIME DOSING TANK
PTLT
LG
BV
BVPG
NV
NRV
BFV
REACTOR CLARIFIER
DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
SODA ASH DOSING PUMPSODA ASH DOSING TANK
PTLT
LG
BV
BVPG
NV
NRV
BFV
REACTOR CLARIFIER
DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
FILTER PRESS
PTLT
UF SYSTEM
HYPO STORAGE TANK
LT
UF SYSTEM
SMBS STORAGE TANK SMBS DOSING PUMP
PTLT
UF SYSTEM
HCL STORAGE TANK HCL DOSING PUMP
DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
LG
BV
BV
LG
BV
BV
LG
BV
BV
RMDPST
DP
NVPRVDPD
PRVD
PD
D
BV
PG
PG
BV
BV
BVST
NV
BV
BV
SODIUM CHLORITE DOSING PUMP
PG
NV
NRV
BFV
PG
NV
NRV
BFV
PG
NV
NRV
BFV
PTLT
NF SYSTEM
HCL STORAGE TANK HCL DOSING PUMP
LG
BV
BV
DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
PTLT
NF SYSTEM
SMBS STORAGE TANK
LG
BV
BV
RMDPST
DP
NVPRVDPD
PRVD
PD
D
BV
PG
PG
BV
BV
BVST
NV
BV
BV
PTLT
ANTISCALANTSTORAGE TANK
LG
BV
BV
RMDPST
DP
NVPRVDPD
PRVD
PD
D
BV
PG
PG
BV
BV
BVST
NV
BV
BV
SMBS DOSING PUMP
ANTISCALANT DOSING PUMP
PG
NV
NRV
BFV
PG
NV
NRV
BFV
PG
NV
NRV
BFV
NF SYSTEM
PTLT
RO SYSTEM
SMBS STORAGE TANK
LG
BV
BV
RMDPST
DP
NVPRVDPD
PRVD
PD
D
BV
PG
PG
BV
BV
BVST
NV
BV
BV
PTLT
ANTISCALANTSTORAGE TANK
LG
BV
BV
RMDPST
DP
NVPRVDPD
PRVD
PD
D
BV
PG
PG
BV
BV
BVST
NV
BV
BV
SMBS DOSING PUMP
ANTISCALANT DOSING PUMP
PG
NV
NRV
BFV
PG
NV
NRV
BFV
RO SYSTEM
PTLT
RO SYSTEM
HCL STORAGE TANK HCL DOSING PUMP
LG
BV
BV
DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
PG
NV
NRV
BFV
AGITATOR
AGITATOR
AGITATOR
AGITATOR
SYMBOL LEGEND
FALSH MIXER 2DPST
ST
DP
PRVDPD
NV PRV
D
PD
FM
D
BV BV
BV
BV
PG
NVPG
BV
BV
PHOSPHORIC ACIDDOSING PUMP
PHOSPHORIC ACIDDOSING TANK
PTLT
LG
BV
BVPG
NV
NRV
BFV