1 run x 4 core x 120 sq.mm 1 run x 4 core x 240 …...sub light distribution board (sldb)...

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A D C B 12 11 10 9 8 7 6 5 4 G F E H 12 11 10 9 8 7 6 5 4 3 2 1 A B C 3 2 E F G 1 H D 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 63 Amps 4 Pole MCB 63 Amps 4 Pole MCB 6 Amps 1 Pole MCB 1 Run x 4 core x 120 sq.mm aluminium armoured UG XLPE Cable 1 Run x 4 core x 6 sq.mm Copper armoured UG XLPE Cable 1 Run x 3 core x 2.5 sq.mm Copper armoured UG XLPE Cable 6 Amps 1 Pole MCB 6 Amps 1 Pole MCB 63 Amps 4 Pole MCB 63 Amps 4 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 125 Amps 3 Pole MCB 63 Amps 4 Pole MCB 63 Amps 4 Pole MCB 63/32 Amps 3 Pole MCB 1 Run x 4 core x 240 sq.mm aluminium armoured UG XLPE Cable 1 Run x 4 core x 6 sq.mm Copper armoured UG XLPE Cable 1 Run x 3 core x 2.5 sq.mm Copper armoured UG XLPE Cable 32 /25 /16 Amps 2 Pole MCB 63 Amps 4 Pole MCB 63 Amps 4 Pole MCB REV SCALE DATE DRAWN. BY GEN. BY REVED. BY APPD. BY ISSUED. BY 0 NTS 03/08/2018 PAPER SIZE A3 DRG.NO TWIC/2018/UP/SLD/01/REV-0 SHEET - OF 32 TITLE PROJECT DEVELOPER 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 DISTRIBUTION BOARD

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Page 1: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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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

AutoCAD SHX Text
LDB-1
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LDB-2
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LDB-3
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LDB-4
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LDB-5
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LDB-6
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Main Light Distribution Board (MLDB)
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Location : PCC-1 Room
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LDB-7
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R
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Y
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B
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3
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ASS
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EM
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CT
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R
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Y
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B
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3
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ASS
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EM
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CT
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SLDB1
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SLDB-2
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Sub Light Distribution Board (SLDB)
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Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop, Filtration Section.
AutoCAD SHX Text
R
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Y
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B
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3
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ASS
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EM
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CT
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Circuit-1
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Circuit-2
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Circuit-3
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250 Amps, 3Pole, MCCB
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Light Distribution Board (LDB)
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Pretreatment Section : PT Section, BIOT / Admin building, Filtration Section. Street light fittings
AutoCAD SHX Text
SLDB-3
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SLDB-3
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Power supply from Lighting panel of PCC
AutoCAD SHX Text
PDB-1
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PDB-2
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PDB-3
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PDB-4
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PDB-5
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PDB-6
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Main Power Distribution Board (MPDB)
AutoCAD SHX Text
Location : PCC-1 Room
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PDB-7
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R
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Y
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B
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3
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ASS
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EM
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CT
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R
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Y
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B
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3
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ASS
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EM
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CT
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SPDB1
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SPDB-2
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Sub Power Distribution Board (SPDB)
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R
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Y
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B
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3
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ASS
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EM
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CT
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Circuits
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Circuits
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400 Amps, 3Pole, MCCB
AutoCAD SHX Text
Power Distribution Board (PDB)
AutoCAD SHX Text
SPDB-3
AutoCAD SHX Text
SPDB-3
AutoCAD SHX Text
Power supply from Lighting panel of PCC-1
AutoCAD SHX Text
125 Amps, 3Pole, MCCB+RCCB 100 mA sensitive
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63 Amps, 3Pole, MCCB+RCCB 100 mA sensitive
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125 Amps, 3 Pole, MCCB+RCCB 100 mA sensitive
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100 Amps, 3 Pole, MCCB+RCCB 100 mA sensitive
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125 KVA Tranformer
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Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop, Filtration Section.
AutoCAD SHX Text
Pretreatment Section : PT Section, BIOT / Admin building, Filtration Section. Street light fittings
AutoCAD SHX Text
250 Amps, 3Pole, MCCB
Page 2: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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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

Page 3: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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B

121110987654

G

F

E

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121110987654

321

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B

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32

E

F

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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

Page 4: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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121110987654

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121110987654

321

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32

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G

1

H

D

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

Page 5: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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B

121110987654

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121110987654

321

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32

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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

28

ELECTRICAL SINGLE LINE DIAGRAM FOR PCC / PMCC GENERALSPECIFICATIONS

Page 6: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

A

D

C

B

121110987654

G

F

E

H

121110987654

321

A

B

C

32

E

F

G

1

H

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

Page 7: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

A

D

C

B

121110987654

G

F

E

H

321

A

B

C

E

F

G

H

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

30

ELECTRICAL SINGLE LINE DIAGRAM FOR PMCC GENERAL SPECIFICATIONS

Page 8: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

A

D

C

B

121110987654

G

F

E

H

121110987654

321

A

B

C

32

E

F

G

1

H

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

31

INDICATIVE ELECTRICAL LOAD SUMMARY & SWITCHGEAR RATING

Page 9: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

A

D

C

B

121110987654

G

F

E

H

121110987654

321

A

B

C

32

E

F

G

1

H

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

32

INDICATIVE ELECTRICAL LOAD LIST FOR 20 MLD CETP

Page 10: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 11: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 12: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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 13: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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 14: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

Page 2 of 3

Page 15: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

Page 3 of 3

Page 16: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 17: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
AutoCAD SHX Text
T
Page 18: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
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twic
AutoCAD SHX Text
T
Page 19: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
AutoCAD SHX Text
T
Page 20: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
AutoCAD SHX Text
T
Page 21: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
AutoCAD SHX Text
T
Page 22: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
AutoCAD SHX Text
T
Page 23: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
AutoCAD SHX Text
T
Page 24: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
AutoCAD SHX Text
T
Page 25: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
AutoCAD SHX Text
T
Page 26: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
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T
Page 27: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
twic
AutoCAD SHX Text
NOTES
Page 28: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 29: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 30: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 31: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 32: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 33: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 34: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 35: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 36: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 37: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
twic
AutoCAD SHX Text
NOTES
Page 38: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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)

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 39: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 40: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 41: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
twic
AutoCAD SHX Text
NOTES
Page 42: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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)

AutoCAD SHX Text
TITLE
AutoCAD SHX Text
STRUCTURAL CONSULTANT
AutoCAD SHX Text
PROJECT DEVELOPER
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
twic
Page 43: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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  

Page 44: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

DISCHARGE

SITE

CHHATRI

PS3

Chaudhary

Hospital

1

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0

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Dr. B R Ambedkar Chauraha

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Dada Miyan Ki

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Police Chowki

Ganga

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School

Overhead

Tank

Dharam Kanta

Haddi Mill

Chauraha

Sanjay Nagar

Treatment

Plant

Site

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Zone-2

Zone-4

N

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N

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N

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a

ESIC Hospital

Tanneries in jajmau, Kanpur, Uttar Pradesh.

Asharfabad

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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

.

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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

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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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L

1

2

1

.

6

2

m

I

.

L

1

2

0

.

3

5

m

M

H

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2

2

0

G

.

L

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

2

1

G

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1

2

0

.

0

4

m

I

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1

1

6

.

1

4

m

M

H

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2

2

2

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1

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9

.

2

7

m

I

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1

1

6

.

1

6

m

M

H

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2

2

3

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1

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7

.

9

7

m

I

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1

1

6

.

1

9

m

M

H

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2

2

4

G

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1

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0

.

0

6

m

I

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1

1

8

.

1

1

m

M

H

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2

2

5

G

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L

1

1

9

.

3

1

m

I

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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

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0

9

m

I

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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

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9

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8

5

m

I

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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

.

L

1

1

9

.

4

5

m

M

H

-

4

2

8

G

.

L

1

2

0

.

6

4

m

I

.

L

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

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4

5

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1

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3

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1

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1

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1

0

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I

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1

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MH-463

G.L118.85 m

I.L117.24 m

M

H

-

4

6

4

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.

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

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7

4

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M

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M

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M

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1

1

8

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1

0

m

I

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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

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1

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m

M

H

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6

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9

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.

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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

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.

L

1

1

4

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6

7

m

I

.

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1

1

3

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9

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M

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5

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.

L

1

1

4

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6

1

m

I

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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

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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

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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

.

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1

1

9

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0

6

m

M

H

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6

2

6

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.

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1

2

0

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9

9

m

I

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1

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M

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2

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1

2

1

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4

0

m

I

.

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1

2

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1

6

m

M

H

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6

2

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G

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1

2

1

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5

8

m

I

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1

2

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M

H

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6

2

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1

2

1

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5

6

m

I

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1

2

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M

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3

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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

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KLMNOP

13

14

15

16

17

18

19

20

21

22

23

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25

26

27

28

29

30

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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

Page 45: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

DISCHARGE

SITE

CHHATRI

PS3

Chaudhary

Hospital

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Sir Sayyed

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School

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Police Chowki

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ESIC Hospital

Tanneries in jajmau, Kanpur, Uttar Pradesh.

Asharfabad

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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

Page 46: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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)

Page 47: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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 

Page 48: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 49: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 50: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 51: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

List of drawings for Component ‐ D 

 

1. PROCESS AND INSTRUMENTATION DIAGRAM 

 

Page 52: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 53: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 54: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 55: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

A

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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

Page 56: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 57: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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)

Page 58: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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)

Page 59: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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)

Page 60: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

Page 61: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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)

Page 62: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

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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

Page 63: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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

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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

Page 64: 1 Run x 4 core x 120 sq.mm 1 Run x 4 core x 240 …...Sub Light Distribution Board (SLDB) Pretreatment Section : PCC Room, MCC Rooms, PLC Room, BIOT Section, Admin building, Lab, Workshop,

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